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HomeMy WebLinkAboutTruss*BUILDER" WARNING" ENGINEERED TI61EETi WARNING'r PLAN FOR ENGINEERED BRA ING: SEE FINAL ENGINEERING SHEETS FOR THE -BACK CHARGES WILL NO ACCEPTED UNLESS OUR TRUSS SYSTEMS PRODUCIs ALL BEARING POINTS MUST BE COMPONENTS AS DEFINED BY WTCA 1 - 1995, 1) FOR iNSTRL THE ERECTION BRACING FOLLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS DESIGN DEPARTMENT APPROVES THEM IN ADVANCE DIAPHRAMS HAVE NOT BEEN ANALYZED BY CTIONS ON THE BCSI-B1 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. ALL' HANGERS ARE SIMPSON STRONG -TIE UNLESS Ecir INSTALLED PRIOR TO INSTALLING EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE !OTHERS. OUR DESIGN DEPARTMENT MUST APPROVE OTHERWISE NOTED. INSTALL HANGERS ACCORDING t ANY TRUSSES! RESULT FOR ERECTION AND INSTALLATION OF TRUSSES ESPO SIBILITY OF!OTH E, ALTERATIONS' ND/OR REPAIRS TO TRUSSES IN TO THE CURRENT SIMPSON STRONG -TIE CATALOG � � r— FAILURE TO DO SO MAY FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3 INSTALL WEB BRACING AS STATED ON SEALED' ADVANCE. C l r COAST ���TRUSS 1/6 N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS NGIN ERING TRUSS DRAWINGS. ! a 5285 ST. LUCIE BLVD. FT. PIERCE, FL 349646 � _ OFFICE:. (772) 466-2480 FAX:. (772)466-5336 - ^^� CUSTOMER: Phoenix Realty Homes JOB NAME: Lot 8 Diamond Sands ADDRESS:Lot 8 Diamond Sands CITY/COUNTY:Jensen' Beach/Saint Lucie 17' 0" 28' 0" i 8' 8" 22' 2" 7101, JOB # J37133 � V- U N N N U ti�, MODEL:Custom N N N N �yJ aUo cfl O It ch N U U o 0 0 0 0 0 0 0 rn o ZCJ1 0 �- CJ1 m cD I r v C) Tn C0 °' U U U SQ FT 4251 I r ��� Ni DATE 1/2/19 LATEST=1/9/19 (� ZCJ 1. CJ J o CjJ 1 _ ... R ITH THE MINI THATwE CO 61GISS 31003 (3) (c), EAST COAST TRUSS is the K01 G �.. Truss Design Engineer Trneeee are designed in a ordance with the ZCJ3 2i, �n „ib #4' CJ3 Florida Building Code o n --i n 'i ED LO � M or r> J5 _ - 04 co chv//fCJ5 io ivZ / / N N N U U U U U U U U U / ' / NOTE: n By approving this placement plan(s), signatured z i / i i / i i / ° / anywhere on this sheet, the customer or his I tl 6' 2 / / 1 J 0" / ,✓ / / 2' 8" EJ7 representitive acknowledges that this placement plan i i, / / i /. / � � i complies with the structural intent of the project. � EJ7 The customer also acknowledges that this approval I / / / / / /` i I T 0" authorizes EAST COAST TRUSS to manufacture these 10'-4" CLG. / trusses and deliver to the project indicated on this 8'� ,F�R ZEJ7 drawing. r v o The customer also acknowledges that he/she accepts financial responsibility for any repair, engineering, and 1i� labor`. e due to errors COAST T ®�_ h ll �'� �■, , , l (® `� ion' 1t - 1�� Ir - , • . ® i�>♦1�1>♦ii� ri.... ° - • - r. .. r. .. _. en His BY OTHERS 6AO2 8'110" 6" W�se t ___1 - F ­ '!' I LNE BUILDING TYPE =ENCLOSED U) MEAN HEIGHT: 30' GRAVITY LOADS U) J ROOF: DUR FACTOR= 1.25 U) PSF=TCLL-TCDL-BCLL-BCDL I,J,J 20.0see en10.0-10.0 (n 06 LOADS PER FBC & FRC U) ZE 7B CLG. _0 szs /. / // / /.o SOME CLG. FRAME T Z) - NON-CONCURREN , BC LL 10psf CLG. H s2s I Q0 / DOWN MAY BE 7 0 TO" 06 REQUIRED BY OTHERS co ZE 76 / "�(SFFE H S26 / ! / 06 ZE J713 H IS26 / 7-7-7 / 07 11' 4" 10 M ZE 7B /.li i / / / 10'-4" CLG. ' H IS26 (�-•- - € A08 N N ,_. N 0 Z J5 o iO v c� o2s-z N o A09G ZCJ1 CONCURRENT BC STORAGE LL 20 psf I° LJJ DEFINITIONS MWF = MAIN WIND FORCE C&C = COMPONENTS AND CLADDING I-- TOB_= TOP OF BEARING sun as as Is BC = BOTTOM CHORD -- —, LL =LIVE LOAD �Iriivi il�iliiliiiiiilri�; i -< .. �! ��-� �I .. • .. •.) �Y II �1IEI I - • I i ►N - Ind_: If §:-UNLESS t��a>_I— II SHOWN ON ZE 7 1ALL GIRDER/COLUMN LOADS MUST - is Indicates Left • Of Truss BY-PASS FLOOR TRUSS UNLESS SHOWN IN • . . - ZEJ7 SPA, P On Lay Of & Eng inee(ing Sheets min 2X6 STRONG BACK BRACING, 10i-0" O.C., IS 02�1 RECOMMENDED FLOOR TRUSSES Ili 1i�ils�,LN -,., , : . .. I� � .R: SPANS GREATER1 1 _SEAOR MUST BE SET WITH A SPREADER BAR. THE 1111111111 9,PREADER BAR SHOULD BE AT LEAST 1/2 � It/3 IN LENGTH AS THE SPAN OF THE TRUSS i.���)%w ��� 1►� ►'!► >l.1///.€110, OH!'�/!l!!%�IW,IAI ��1rr/�i%�/,1@Arm!%�J!'///l►//il ®/.i//�i/�/.!%10AWWR III als�I s►�I!. •,i AI�I�•III)��I�I�I�I�i�I�I�I�I�I ®' _ - • C : •-COMPLETE-- - -CEDU w — _ w • w _ _ _ _ w. -ECTI• . • ALL BEAMS BUILDER 1 1 83' 8" TRUSS PLACEMENT PLAN ;T 1- a 2- 3- 4- TYP. END DETAIL 6- SUPPORT ANY PLANT SHELVES (1/4 if plotted 2406) esigned By: RCP Lumber design values are in accordance with ANSI/TPI 1, section 6.3 These truss designs rely on lumber values established by others. RE: J37133-J37133A - J37133_Lot 8 DIAMOND SANDS MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: PHOENIX REALTY HOMES Project Name: LOT 8 DIAMONDS SANUb pNode13610-4115 Lot/Block: 8 Subdivision: DIAMOND SANDS Address: City: JENSEN BEACH State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City. State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 [All Heighll Wind Speed: 170 mph Roof Load: 55.0 psf Floor Load: N/A psf This package includes 89 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5-of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name I Date No. ISeal# Truss Name Date 1 IT15915232 IA01G 1/1/19 118 IT15915249 IC01 1/1119 12 IT15915233 IA02 11/1/19 119 IT15915250 ICO2 11/1/19 13 IT15915234 IA03 1/1/19 120 IT15915251 I CO3 11/1/19 14 IT15915235 IA04 11/1/19 121 IT15915252 I C04 11/1/19 15 IT15915236 IA05 11/1/19 122 IT15915253 IC05 11/1/19 J 16 IT15915237 IA06 11/1/19 123 IT15915254 I C06 11/1/19 17 IT15915238 IA07 11/1/19 124 IT15915255 1C07 11/1/19 J 18 IT15915239 IA08 11/1/19 125 IT15915256 1C08G 11/1/19 J 19 IT15915240 IA09G 11/1/19 126 IT15915257 IC09 11/1/19 J 110 IT15915241 IB01G 1/1/19 127 IT15915258 IC10 11/1/19 J Ill IT15915242 IB02G 11/1/19 128 IT15915259 IC11 11/1/19 112 IT15915243 IB03 11/1/19 129 IT15915260 IC12 -11/1/19 113 IT15915244 I B04 11/1/19 130 IT15915261 I C13 1/1/19 114 IT15915245 IB05 1/1/19 131 IT15915262 IC14 11/1/19 115 IT15915246 IB06 11/1119 132 IT15915263 C15 11/1/19 J 116 IT15915247 IB07 11/1/19 133 IT15915264 IC16 11/1/19 J 117 IT15915248 IB08G 11/1/19 134 IT15915265 IC17 11/1/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. January 1,2019 Albani, Thomas 1 of 2 RE: J37133-J37133A - J37133 Lot 8 DIAMOND SANDS Site Information: MITek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: PHOENIX REALTY HOMES Project Name: LOT 8 DIAMONDS SANDS Model: Lot/Block: 8 Subdivision: DIAMOND SANDS Address: } City: JENSEN BEACH State: FL No. Seal# ITruss Name Date J35 No. Seal# Truss Name Date IT15915266 C18 1/1/19 78 IT15915309 1ZEJ4 1/1/19 136 IT15915267 IC19G 79 IT15915310 IZEJ5 1/1/19 137 IT15915268 IC20 1/1/19 180 IT15915311 JZEJ7 11/1/19 1 138 1T15915269 1C21 11/1/19 181 IT15915312 JZERA 11/1/19 J 139 IT15915270 IC22 11/1/19 182 IT15915313 1ZEJ7B 11/1/19 1 140 IT15915271 IC23 11/1/19 183 IT15915314 IZERC 11/1/19 1 141 IT15915272 1C24 11/1/19 184 IT15915315 1ZEJ8 11/1/19 J 142 IT15915273 IC25 11/1/19 185 IT15915316 1ZEJ8A 11/1/19 1 143 IT15915274 IC26G 11/1/19 186 IT15915317 1ZHJ4 11/1/19 J 144 IT15915275 ID01 11/1/19 187 IT15915318 1ZHJ7 11/1/19 J 145 IT15915276 ID02 11/1/19 188 IT15915319 1ZHJ7A 11/1/19 J 146 IT15915277 ID03 11/1/19 189 IT15915320 1ZHJ8 11/1/19 J 147 I T15915278 I D04 11/1/19 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 148 1 T1 5915279 1D05G 11/1/19 149 IT15915280 ID06 11/1/19 150 IT15915281 I D07 11/1/19 151 IT15915282 I D08 11/1/19 152 IT15915283 ID09 11/1/19 153 IT15915284 I D10 11/1/19 154 IT15915285 ID11 1/1/19 155 IT15915286 I D12 11/1/19 156 IT15915287 ID13G 11/1/19 157 IT15915288 I H01 11/1/19 158 IT15915289 I H02 11/1/19 159 IT15915290 11-103G 11/1/19 160 IT15915291 IK01G 11/1/19 161 IT15915292 I K02 11/1/19 162 IT15915293 IK03G 11/1/19 163 IT15915294 I MG1 11/1/19 164 IT15915295 I MG2 11/1/19 165 IT15915296 I V4 11/1/19 166 IT15915297 1VM2 11/1/19 167 IT15915298 1VM4 11/1/19 I68 IT15915299 1VM6 11/1/19 �69 IT15915300 1VM8 11/1/19 170 IT15915301 IVM10 11/1/19 171 I T15915302 I VM 12 11/1/19 172 IT15915303 IVM14 11/1/19 173 IT15915304 IZCJ1 11/1/19 174 I T 15915305 1 ZCJ 2 11/1/19 175 IT15915306 IZCJ3 11/1/19 176 IT15915307 1ZCJ5 11/1119 177 IT15915308 1ZCJ7 11/1/19 2 of 2 Job Truss Truss Type City Ply 8 DIAMOND SANDS T15915232 J37133-J37133A A01G Roof Special Girder 1 �J371133_1_ot Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 ID:lozl 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 31 16:42:43 2018 4-7-2 4-7-2 13-11-11 13-0-3 4x4 = 5.50 12 5x1 5x8 M18SHS II 5x8 M18SHS = 6x6 = 7x6 WB = HUS26 6x8 = HUS26 2x4 II 8x8 =4x10 M18SHS HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 6x6 = HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 Scale = 1:68.3 4-10-10 9-5-12 14LO-14 18-8-0 22-7-11 25-7-13 281-0 4-10-10 4-7-2 4-7-2 4-7-2 3-11-11 3 0 3 3-0-3 Plate Offsets ( ,Y)— [4:0-2-0,Edge], [7:0-5-4,Edge], [9:0-2-0,0-2-8], [11:0-4-0,0-3-8], [13:0-4-0,0-4-4], [14:0-2-12,0-4-8], [16:0-3-0,0-4-4], [17:0-3-8,0-2-8], [18:0-4-12,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.35 14-16 >953 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.37 14-16 >901 180 M18SHS 244/190 BCLL 10.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight: 533 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins, BOT CHORD 2x6 SP DSS except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 7-2-4 oc bracing. 9-10,1-18: 2x8 SP DSS, 9-11: 2x4 SP No.2, 1-17: 2x4 SP No.1 WEBS 1 Row at midpt 9-10, 5-13, 6-13, 7-11, 9-11 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 10=8075/0-6-0, 18=769910-8-0 Max Horz 18=548(LC 8) Max Uplift 10=-5829(LC 8), 18=-4917(LC 8) Max Grav 10=9171(LC 29), 18=8446(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-11487/6747, 2-3=-11162/6727, 3-5=-9090/5639, 5-6=-6525/4196, 6-7=-6528/4190, 7-8=-2825/1792,8-9=-2825/1792,9-10=-7859/5017,1-18=-6969/4123 BOT CHORD 17-18=-1278/1493, 16-17=6575/10582, 14-16=-6389/10256, 13-14=-5223/8320, 12-13=-3267/5139, 11-12=-3285/5169 WEBS 2-17=-295/409, 2-16=-428/225, 3-16=-1474/2699, 3-14=2928/1763, 5-14=2669/4478, 5-13=-4478/2800, 6-13=-3178/5092, 7-13=-1011/1732, 7-12=-94811578, 7-11=-6370/4056, 9-11=-5200/8200, 1-17=-5423/9305 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 10.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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5829 lb uplift at joint 10 and 4917 lb uplift at joint 18. 11) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-3-2 oc max. starting at 0-10-12 from the left end to 28-4-6 to connect truss(es) to front face of bottom chord. 7d8tilnUlatllmtmibbate9 where hanger is in contact with lumber ,,�I1111111111I�,I `��`,O�PS A i No 39380 :Xz � Q' i�4#�ss,O %% 111 Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for 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 qek' 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 iVliT fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J37133_Lot 8 DIAMOND SANDS T15915232 J37133-J37133A A01G Roof Special Girder 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 31 16:42:43 2018 Page 2 ID:Iozl gTZ8916U17099?r7Y5y4jC1-gHtiaugG?yKNrtd8ZTQ_ZEQpdFygYOnd1 XbWPAy3OEQ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=70, 6-7=-70, 7-9=70, 10-18=-20 Concentrated Loads (lb) Vert:10=-884(F) 15=-879(F) 17=-890(F) 13=-879(F) 12=-879(F) 19=-891(F) 20=-890(F) 21=890(F) 22=-890(F) 23=-879(F) 24=-879(F) 25=-879(F) 26=-879(F) 27=-879(F) 28=-879(F) ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with Wek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV �iTek, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply 8 DIAMOND SANDS T15915233 J37133-J37133A A02 Roof Special 1 1 �J37133_1_ot Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 31 16:42:45 2018 Page 1 ID:lozl gTZB916U17099?r7Y5y4jC1-mf?T?ahXWZa55AnXhtTSffV8_2Y10MIwUr4dU3y3OEO 2.2.0 8-3-5 i 14-4-11 20-6-0 i 22-3.14 26-2-6 30-4.6 2-2-0 6-1-5 6-1-5 6.1.5 1-.14 3-10.8 4-2.0 4x4 = 5.50 12 75x5 = 2x4 11 3x4 = 5x5 = 3x4 = 4x4 = 4x12 = 5x5 = 1.10-0 2 - 11-5-10 20-6-0 30.4.6 1-10-0 0.4 9.3-10 9-0-6 9-10-6 Plate Offsets (X,Y)-- [7:0-2-8,Edge), [10:0-2-4,0-3-0), [14:0-2-4,0-2-12) LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 10.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 10-12: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 2-14: 2x6 SP No.2 REACTIONS. (lb/size) 10=1255/Mechanical, 14=1465/0-8-0 Max Horz 14=711(LC 8) Max Uplift 10=-844(LC 8), 14=-883(LC 8) Max Grav 10=1574(LC 13). 14=1759(LC 13) Scale = 1:60.5 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TC 0.79 Vert(LL) -0.3410-11 >990 240 MT20 244/190 BC 0.84 Vert(CT) -0.55 10-11 >617 180 WB 0.66 Horz(CT) -0.05 10 n/a n/a Matrix -AS Weight: 204 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 9-10, 3-14, 5-11, 7-11, 8-11, 8-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-260/0, 2-3=402/145, 3-5=-2139/908, 5-6=12821635, 6-7=1225/667, 7-8=-1247/668 BOT CHORD 13-14=-1313/2125, 11-13=-1024/1769, 10-11=-364/616 WEBS 2-14=-434/484, 3-14=-1964/870, 3-13=-216/345, 5-13=163/550, 5-11=-927/628, 6-11=-217/639, 7-11=-532/360, 8-11=-562/1171, 8-10=14141872 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ff; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 844 lb uplift at joint 10 and 883 lb uplift at joint 14. 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. Ps' A. A --,,, G E N . No 39380 MO 1s1 0 N A� �� %0 Thomas A. Alban[ PE No.39380 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 3361 a Date: January 1,2019 ®WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MrrekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p 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 ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Ply 8 DIAMOND SANDS �J37133­1_ot T15915234 J37133-J37133A A03 Hip �Qty 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MTek Industries, Inc. Mon Dec 31 16:42:46 2018 Page 1 ID:lozl gTZB916U170997r7Y5y4jC1-EsZrDwi9HtiyiKMjFb_hBt2JuSsElrk3jVgAOVy3OEN 6-11-8 14-9-2 20-0-4 24-10-0 29-7-11p-4-5 6-11-8 7-9-10 5-3-2 4-9-11 4-9-11 0-8-1 0 d 44 = 2x4 I I Scale = 1:61.9 3x4 = 5x5 = 5.50 12 6 7 8 9 2x4 II 6x10 = "- 11 -- - 10 3x4 = 14 13 4x4 = 3x8 = 6x8 = 20-0-4 0.0 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 0.78 Vert(LL) -0.35 10-11 >720 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.54 10-11 >461 180 BCLL 10.0 Rep Stress Incr YES WB 0.52 Horz(CT) -0.03 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 211 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly, applied. 10-12: 2x4 SP No.1 WEBS 1 Row at midpt 6-11, 9-10, 8-10, 5-13, 7-10 WEBS 2x4 SP No.3 *Except* 2-14,3-13: 2x6 SP No.2 REACTIONS. (lb/size) 10=918/Mechanical, 14=482/7-8-0, 13=131917-8-0 Max Horz 14=739(LC 8) Max Uplift 10=-653(LC 8), 14=-286(LC 8), 13=-782(LC 8) Max Grav 10=1156(LC 13), 14=495(LC 16), 13=1767(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-857/397, 6-7=740/436 BOT CHORD 13-14=-693/431, 11-13=-557/709, 10-11=-317/491 WEBS 7-11=-215/541, 2-14=-425/362, 3-13=579/546, 2-13=-279/357, 8-10=-240/264, 5-13=-990/372, 7-10=-918/607 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60' 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 653 lb uplift at joint 10, 286 lb uplift at joint 14 and 782 lb uplift at joint 13. 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. O�PS A. No 39380 s,O N A III Thomas A. Albanl PE No.39380 Mffek USA, Inc. FL Cert 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 111II-7473 rev. 10/03/2015 BEFORE USE. '-'�• Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not -•� ,7�YCq 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 Welk' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIf Quality Crfteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 ID:loz1 gTZB916U17099?r7Y5y4jC1-i27DQGjn2AgpKUxvolVwk4bVOsG?ULYCy9ZjYyy30EM i 2-2.0 9.2.0 11-2-0 18.0.5 22-6-0 , _ 30-4-5 2.2.0 7-0-0 2.0.0 6.10-5 4-111 7-10-6 5x5 = 2x4 II 4x4 = 0 Ia 2x4 II 5x6 = 31dxL II 3x4 = y 5x5 = 3x4 = 3x4 = 1x4 II 4x8 = Scale = 1:58.7 1-10-0 2 - 9-2-0 11-2-0 11 0 16-1-6 18-0-5 22-6-0 2Y-1 -0 30-4.5 1-10.0 0-4- 7-0.0 2.0.0 0.4 4.7.6 1.10.15 4-5-11 0-4. 7-6-5 Plate Offsets (X,Y)— [4:0-3-0,0-2-8],[7:0-2-8,0-2-12],[10:0-2-12,0-2-0],[14:0-2-0,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.08 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.15 7-8 >999 180 BCLL 10.0 Rep Stress [nor YES WB 0.36 Horz(CT) -0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 204 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 16-17,5-8: 2x4 SP No.3 1 Row at midpt 5-10 WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 8-10 2-15,3-14: 2x6 SP No.2 WEBS 1 Row at midpt 6-7, 4-10, 6-10 REACTIONS. (lb/size) 7=923/Mechanical, 15=440/0-8-0, 14=141310-8-0 Max Horz 15=686(LC 8) Max Uplift 7=-587(LC 8), 15=-156(LC 8), 14=-950(LC 8) Max Grav 7=1072(LC 13), 15=472(LC 16), 14=1858(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=420/243, 34=910/302, 4-5=-712/391, 5-6=-720/403, 6-7=951/628 BOT CHORD 14-15=-516/352, 10-11=-4571777, 5-10=-485/451 WEBS 2-15=-317/207, 2-14=-306/388, 12-14=1614/957, 3-12=1522/989, 3-11=-275/847, 6-10=-572/1021 NOTES- 1) Unbalanced roof live loads have been considered for this design. 11111111111 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. ♦♦♦� Pg A. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 ♦♦ • . 3) Provide adequate drainage to prevent water ponding. ,,♦�.r� •'� ii E N S'• • '9jL,�� 4) Plates checked for a plus or minus 0 degree rotation about its center. �. 4 • / 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 39380 6) ' This truss has been designed fora live load of 10.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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 7, 156 lb uplift at jz z joint 15 and 950 lb uplift at joint 14. 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. ,�i�� •• O R , Q Q;.' ��,�� C? �?% Thomas A. Alban) PE No.39380 MfTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for 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 i�•Y■ 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 piTek• 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. Safetyinformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 8 DIAMOND SANDS T15915236 J37133-J37133A A05 Half Hip 1 1 �J37133_1_ot Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 Mi fek Industries, Inc. Mon Dec 31 16:42:48 2018 Page 1 ID:lozl gTZB916U17099?r7Y5y4jC1-AEhbdbkPpUygyeW5MO09G17iCGcMDnvMBpJ H4Oy3OEL 2-2-0 9-2-0 11-2-0 16-0-5 22-6-0 30-4-5 2- —0—+ 7-0-0 2-0-0 4-10-5 6-5-11 7-10-6 4x8 = 2x4 11 4x4 = 15 14 3x6 = _ 3x4 = 9 8 7 3x4 = 2x4 II 5x6 = 1x4 111 I 3x4 = 5x5 1= 4x8 = 11-2-01 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 10.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except* 16-17,5-8: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 2-15,3-14: 2x6 SP No.2 Scale = 1:54.8 06 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.60 Vert(LL) -0.07 11-12 >999 240 MT20 244/190 BC 0.67 Vert(CT) -0.1511-12 >999 180 i WB 0.41 Horz(CT) -0.02 7 n/a n/a Matrix -AS Weight: 199 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 8-10 WEBS 1 Row at midpt 6-7, 6-10 REACTIONS. (lb/size) 7=930/Mechanical, 15=462/0-8-0, 14=1383/0-8-0 Max Horz 15=610(LC 8) Max Uplift 7=-577(LC 8), 15=-214(LC 8), 14=-902(LC 8) Max Grav 7=1056(LC 13), 15=491(LC 16). 14=1794(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-345/211, 3-4=-950/390, 4-5=-807/453, 5-6=-807/456, 6-7=931/617 BOT CHORD 14-15=-493/363, 10-11=-445/806, 5-10=-569/530 WEBS 2-15=-354/281, 2-14=-323/385, 12-14=1544/908, 3-12=-1450/941, 3-11=358/907, 4-11 =-1 96/262, 6-10=-610/1075 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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) Refer to girder(s) for truss to truss connections. 1 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 577 lb uplift at joint 7, 214 lb uplift at joint 15 and 902 lb uplift at joint 14. 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. `,�11f11111/1�' i No 39380 1 if 111 Thomas A. Alban) PE No.39380 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 1010312015 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 ■.Y■ building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' I s 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 ANS117P/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply J37133_Lot 8 DIAMOND SANDS T15915237 J37133-J37133A A06 Roof Special 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 31 16:42:49 2018 Page 1 ID:lozl gTZB916U17099?r7Y5y4jC1-eOF_rxkl ao4XZo5lwjXOpVgrjfwuy6eVPT2gdgy3OEK 2-2-0 9-2-0 11-2-0 15-10-0 22-M 30A-5 2-2-0 7-0-0 2-0-0 4-8-0 6-8-0 7-10-6 4x6 11 15 14 4x8 = II 3x4 = 9 a 3x4 = 2x4 11 5x6 = II 3x4 = 111 4x8 = 1-10-02,2-I) 9-2-0 11-2-011r6r0 15-10-0 17-0-0, 22-0-0 22,1Q-0 304-5 1-1 017 7-0-0 2 0-0 0 4 4 4-0 1-2-0 5F-0 0 7-6-5 Plate Offsets (X,Y)—[6:0-2-12,0-2-01,[7:0-2-8,0-2-121,[10:0-5-8,0-2-01,[14:0-2-0,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 TCDL 15.0 Lumber DOL 1.25 BC 0.78 BCLL 10.0 Rep Stress Incr YES WB 0.90 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 16-17,5-8: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 2-15,3-14: 2x6 SP No.2 REACTIONS. (lb/size) 7=916/Mechanical, 15=42010-8-0, 14=1439/0-8-0 Max Horz 15=-405(LC 6) Max Uplift 7=-519(LC 8), 15=-367(LC 8), 14=-807(LC 8) Max Grav 7=1151(LC 14), 15=469(LC 19), 14=1756(LC 13) Scale = 1:54.3 HS 1 Iab 7 5x5 = DEFL. in (loc) I/deft Lid PLATES GRIP Vert(LL) -0.20 11-12 >999 240 MT20 244/190 Vert(CT) -0.34 11-12 >749 180 M18SHS 244/190 Horz(CT) 0.03 7 n/a n/a Weight: 181 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 8-10 WEBS 1 Row at midpt 4-12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-146/343, 4-5=1056/607, 5-6=-1887/898, 6-7=-1045/583 BOT CHORD 14-15=-363/541, 11-12=-67/730, 10-11=-669/1627, 7-8=-5/303 WEBS 2-15=-340/430, 2-14=-424/221, 12-14=-1487/849, 3-12=663/582, 5-11 =-1 006/648, 7-10=-254/212, 6-10=-406/1092, 4-12=1260/430, 4-11=228/866 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 519 lb uplift at joint 7, 367 lb uplift at joint 15 and 807 lb uplift at joint 14. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. , A %-p�Ps `��•,��`,•�\C E N SF• �V -- No 39380 6s`S10NA _E00 nlu Thomas A. Marl PE No.39380 M[Tek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473rev. 10/e3/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buildingdesign. 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 fabricedon, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply J37133_Lot 8 DIAMOND SANDS T15915238 J37133-J37133A A07 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MTek Industries, Inc. Mon Dec 31 16:42:50 2018 Page 1 ID:Ioz1 gTZB916U17099?r7Y5y4jC1-6doM2HIfL5CNBxfUUR2dMjD?M3H_hymfe7oO9Gy3OEJ 2.2.0 6.7.10 6-iS1r0 11-2-0 15.10-0 22-6-0 22�1 Q-0 30-4-5 ' 2-2-0 ' 4-5-10 0-2/6 4-40 ' 4.8.0 6-8-0 0-0- 7-6r5 Scale = 1:54.3 HS 17 16 15 ,_ -- 3x4 = 109 8 3x4 = 3x6 II 5x8 = 3x4 II r 3x4 = 5x5 = 4x8 = 5x8 = 1735 1-10.0 2�2-P 6-7-10 11-2-0 11r6,0 15-10-0 17-0-0 22-60 22�1¢0 30-0-5 ' t-10.0 o-0-b 45-10 46-6 04 - 4-0-0 1-2-0 5-2-11 0-0 7Fi-5 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.81 BC 0.73 WB 0.90 Matrix -AS DEFL. in (too) I/deft Ud Vert(LL) 0.18 11-12 >999 240 Vert(CT) -0.26 12-13 >999 180 Horz(CT) 0.08 8 n/a n/a PLATES GRIP MT20 2441190 M18SHS 244/190 Weight: 188 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-15,6-9: 2x4 SP No.3 10-0-0 oc bracing: 13-15, 9-11 WEBS 2x4 SP No.3 "Except` 2-17: 2x6 SP No.2 REACTIONS. (lb/size) 8=1265/Mechanical, 17=147410-8-0 Max Horz 17=-405(LC 6) Max Uplift 8=-727(LC 8), 17=-989(LC 8) Max Grav 8=1483(LC 14), 17=1637(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1962/980, 3-4=-2198/1192, 4-5=2280/1380, 5-6=187011102, 6-7=-2654/1371, 7-8=-1379/788 BOT CHORD 16-17=-385/460, 4-13=-416/362, 12-13=-511/1612, 11-12=-1104/2332, 6-11=0/256, 8-9=40/303 WEBS 2-17=-1513/949, 8-11=-246/256, 7-11=807/1770, 5-13=478/978, 5-12=-253/795, 3-16=-555/389, 13-16=-648/1776, 3-13=-30/321, 2-16=875/1716, 6-12=-1015/632 NOTES- �1lIIIIIIIII 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. •'� C E N 3 ••. 92V II; Exp D; Encl., GCpi=0.18; MWFRS left Lumber DOL=1.60 DOL=1.60 `,��.r� -- •• �. F •• / i� (directional); cantilever and right exposed ; plate grip ♦ 3) All plates are MT20 plates unless otherwise indicated. No 39380 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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) Refer to girder(s) for truss to truss connections. :• WF 441Z 8) Provide mechanical connection (by others) oftruss to bearing plate capable ofwithstanding 727 Ib uplift at joint 8 and 989 Ib uplift at Q •'joint �� �.' 17. �i••• R ` 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. ON A; Thomas A. Alban[ PE No.39380 MTTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111•7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ISO'' 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 Welk' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPN Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply DIAMOND SANDS T15915239 J37133-J37133A A08 Common 1 1 �J37133­1_otB Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 31 16:42:51 2018 Page 1 ID:lozl gTZB916U17099?r7Y5y4jC1-bpMkGdm H6PKEp5Egl8ZsuwlAmTZOQ4RotnXxhjy3OEl 2-2-0 9-0-0 15-10-0 22-11-7 30-4-6 6 2-2-0 -10-0 6-10-0 7-1-7 74-15 Scale = 1:50.6 4x6 = aQ 3x4 = 3x4 = 3x4 = 3x4 = 7 5x5 = Id LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.27 8-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.44 8-10 >766 180 BCLL 10.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 160 lb FT = 0% LUMBER- BRACING- , TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 `Except' WEBS 1 Row at midpt 3-11. 5-7 2-11: 2x6 SP No.2 REACTIONS. (lb/size) 11=1465/0-8-0, 7=1255/Mechanical Max Harz 11=-405(LC 6) Max Uplift 11=-994(LC 8), 7=733(LC 8) Max Grav 11=1635(LC 13), 7=1481(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-265/0, 2-3= 419/172, 3-4=-1940/1169, 4-5=-2101/1255, 5-6=770/432, 6-7=-560/382 BOT CHORD 1-11=0/257, 10-11=-833/2042, 8-10=-482/1454, 7-8=-950/1945 WEBS 2-11=-474/530, 3-11 =-1 813/1024, 3-10=-360/407, 4-10=-269/783, 4-8=-390/955, 5-8=-484/510, 5-7=1579/814 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 994 lb uplift at joint 11 and 733 lb uplift at joint 7. 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. 0%J11111►ir11�, G E N SF No 39380 At• 't7 : • >Y Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Moo' 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 �� AA � building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IVI!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 ANSUTP/i Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply 8 DIAMOND SANDS T15915240 J37133-J37133A A09G Roof Special Girder 1 �J37133_1-ot Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 M7ek Industries, Inc. Mon Dec 31 16:42:52 2018 Page 1 ID:IozlgTZB916UI7099?r7Y5y4jC1-3?w6TznwtjS5QFptbs55R81Srt?59W x5RHUD9y3OEH 5-0-7 9-9-6 14-6.6 19-1-3 23-8-0 2&6-6 4-8-15 4-8-15 4.6-13 4-6-13 4-10-5 ' 4x4 = 3xf 15 4x10 = 7x8 = 12 ..." .. 10 ._ ._ 9 __ 8 2x4 II 14 13 5x8 = US = 6x6 = HUS26 7x6 = HUS26 3x8 HUS26 HUS26 HUS26 HUS26 HUS26 Scale=1:54.4 5-0.7 9-16 14-6-6 19-1-3 23-8-0 28-6-6 10-7 4-5-14 5-0-0 4-6-13 4-6-13 4-10-5 Plate Offsets (X,Y)— [2:0-1-12,0-2-0],[3:0-1-12,0-1-12],[7:0-1-12,0-2-0],[10:0-3-0,0-4-0],[13:0-2-8,0-4-4],[14:0-4-4,0-2-0] 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 0.37 Vert(LL) 0.09 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.10 9-10 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.67 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 438 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-8,2-14,3-13: 2x8 SP DSS, 1-15: 2x6 SP No.2 REACTIONS. All bearings 6-8-0 except Qt=length) 8=0-8-0, 15=Mechanical. I (lb) - Max Horz 15=-375(LC 6) Max Uplift All uplift 100 lb or less at joints) except 8=-1795(LC 8), 15=-196(LC 25), 14=-525(LC 25), 13=-2981(LC 8) Max Grav All reactions 250 lb or less at joints) except 8=3156(LC 30), 15=319(LC 13), 14=821(LC 13). 13=4685(LC 30) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-256/379, 2-3=-431/902, 3-4=-421/490, 4-5=-416/427, 5-6=-2578/1621, 6-7=-3983/2310,7-8=-2465/1457 BOT CHORD 14-15=-321/518,13-14=-428/424,12-13=-898/709,10-12=-1202/2228,9-10=-1999/3544, 8-9=-380/653 WEBS 4-12=-286/225, 5-12=-3072/1928, 5-1 0=-1 617/2791, 6-1 0=-1 590/962, 6-9=678/1242, 7-9=-1659/2961, 1-14=-503/387, 2-14=-552/573, 3-13=-4223/2748, 2-13=651/551, 3-12=-2163/3720 O`n PS• A q�� ��,, NOTES- 1) 2-ply truss to be • '� SF•••, L/ �i connected together with IOd (0.131"x3") nails as follows: �� •••�.� Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 DO, 2x6 - 2 rows staggered at 0-9-0 oc. No 39380 Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 DO, 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 as (F) or (B), unless otherwise indicated. 'U 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph yi �• F [/� (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; ���• � MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 •• i , 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This ��� •. `!;� �% �I SS • • truss has been designed for a 10.0 psf bottom chord live load noncwncurrent with any other live loads. • \ �� 7) This truss has been designed for alive load of 10.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. 8) Refer to girder(s) for truss to truss connections. Thomas A. Albani PE No.39380 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1795 lb uplift at joint 8, 196 lb uplift at MITek USA, Inc. FL Gert 6634 joint 15, 525 lb uplift at joint 14 and 2981 lb uplift at joint 13. 6904 Parke East Blvd. Tampa FL 33610 10) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-2-8 oc max. starting at 14-5-2 from Date: .1 the left end to 26-7-10 to connect truss(es) to front face of bottom chord. January 1,2019 Jdrltfnillgilllmt4lib60402 where hanger is in contact with lumber ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7470 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall■p.Y building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek• 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 ANSUTP/i Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 8 DIAMOND SANDS T15915240 J37133-J37133A A09G Roof Special Girder 1 �J37133_1-ot Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MITek Industries, Inc. Mon Uec 31 16:42:b2 ZU16 vage 2 ID: Ioz1gTZB916U17099?r7Y5y4jC1-3?w6TznwtjS5QFptbs55R81Srt?59W x5RHUD9y3OEH LOAD CASE(S) Standard ' 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-7=70, 8-15=20 Concentrated Loads (lb) Vert: 12=-704(F) 16=704(F) 17=-704(F) 18=-704(F) 19=704(F) 20=-714(F) 21=-714(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2016 BEFORE USE. Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must 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 MiTe'C° 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 8 DIAMOND SANDS T15915241 J37133-J37133A B01 G Roof Special Girder 1 �J37133­1_ot Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MTek Industries, Inc. Man Dec 31 16:42:54 2018 Page 1 ID:lozl gTZB916U17099?r7Y5y4jC 1-?02sufoAP KpgZzFjG7ZWZNg6gdCdLbEZImbl2y3OEF 32 0 8-1-7 12-6-14 17-0-5 i 19-8-0 �' 4-5-7 4-5-7 4-5-7 2-7 10 1 4x4 = 1ox10 = 5 6 6x14 13 .. 12 ._ ._ .. .- 11 '- •- -- 9-• -- -- _ -- 8 -- -• 7 5x8lti II 6x8 M18SHS = NAILED 4x8 M18SHS = 7x6 = HUS26 HUS26 5x8 M18SHS SUH24 SUH24 SUH24 SUH24 7x6 = HUS26 HUS26 HUS26 12x12 SUH24 HUS26 HUS26 HUS26 HUS26 HUS26 SUH24 HUS26 Scale = 1:54.1 i 3-8-0 8-1-7 12-6-14 17-0-5 19-8-0 3-8-0 4-5-7 45-7 417 2-7-16 Plate Offsets (X,Y)— [1:0-5-0,0-3-01, [4:0-1-12,0-2-0), [6:0-5-0,0-2-12), [7:0-4-12,0-1-6), [8:0-6-0,0-4-12), [9:0-2-8,0-4-12), [11:0-2-12,0-4-12), [12:0-3-8,0-3-0), [13:0-4-12,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 TCDL 15.0 Lumber DOL 1.25 BC 0.77 BCLL 10.0 Rep Stress Incr NO WB 0.98 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 *Except* 2-5: 2x4 SP No.1 BOT CHORD 2x6 SP SS WEBS 2x4 SP No.3 *Except* 1-13,6-7: 2x8 SP DSS, 1-12: 2x4 SP 270OF 2.2E 4-9,6-8: 2x4 SP No.2 REACTIONS. (lb/size) 13=7061/Mechanical, 7=841010-6-0 Max Harz 13=507(LC 8) Max Uplift 13=4489(LC 8), 7=6066(LC 8) Max Grant 13=7484(LC 29), 7=9298(LC 29) DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.3611-12 >635 240 MT20 244/190 Vert(CT) -0.37 11-12 >611 180 M18SHS 244/190 Horz(CT) 0.06 7 n/a , n/a Weight: 336 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-2 cc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-11 cc bracing. WEBS 1 Row at midpt 6-7. 4-8, 6-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-6172/3756, 1-2=-13478/8102, 2-3=-12700/7848, 3-4=-8119/5048, 4-5=-2891/1792, 5-6=-2605/1700, 6-7=-8869/5812 BOT CHORD 12-13=-849/711,11-12=-8900/14063,9-11=-7565/11650,8-9=-4832/7403 WEBS 1-12=-8557/14226, 2-124626/2992, 2-11 =254611408, 3-11=-2997/4844, 3-9=-5413/3484, 4-9=-4833/7596, 4-8=7560/4931, 5-8=851/1088, 6-8=-5929/9085 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 cc, 2x4 - 1 row at 0-7-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.0psf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 10.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. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4489 lb uplift at joint 13 and 6066 lb uplift at joint 7. 12) Use USP SUH24 (With 16d nails into Girder & NA9D nails into Truss) or equivalent at 3-7-4 from the left end to connect truss(es) to front face of bottom chord. 'ontinued on oaae 2 `,�.`,�•r ,. �� G E N 5�.; 9�, 0. No 39380 r ii� • . p R NA� ,��,��� Thomas A. Albanl PE No.39380 MTTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for 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 ■a• 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. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 8 DIAMOND SANDS �J37133_1_ot T15915241 J37133-J37133A B01G Roof Special Girder 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MTek Industries, Inc. Mon Dec 31 16:42:54 2015 Page 2 ID:lozl gTZB916U17099?r7Y5y4jC 1-?02sufoAPKpgZzFjG7ZWZNg6gdCdLbEZImb12y30EF NOTES- 13) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 7-6-12 from the left end to 17-6-12 to connect truss(es) to front face of bottom chord. 14) Use USP SUH24 (With 16d nails into Girder & NA9D nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-3-10 from the left end to 8-2-12 to connect truss(es) to back face of bottom chord. 15) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 10-2-12 from the left end to 18-2-12 to connect truss(es) to back face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. 17) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 2-5=70, 5-6=70, 7-13=20 Concentrated Loads (lb) Vert: 13=-613(B) 10=-955(F) 12=-605(F) 11=-605(B) 14=605(B) 15=-605(B) 16=-203(F) 17=605(B) 18=-1223(F) 19=-605(B) 20=955(F) 21=-628(B) 22=955(F) 23=-628(B) 24=-955(F) 25=1177(B) 26=-955(F) 27=-879(B) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p ■■ 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 oftrusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply 8 DIAMOND SANDS T15915242 J37133-J37133A B02G Hip Girder 1 n �J37133_1_ot L Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 31 16:42:56 2018 Page 1 ID:lozl gTZB916U17099?r7Y5y4jC1-xnAdJLgQxxzXvs7egh91 b_55SUGc5G3XO3FiMwy3OED 116 .6-3 B-8-15 12-11-10 17-2-5 20-1-11 22-4-& 4 6-3 4-2-11 4-2-11 4-2-11 2-ll 5 2-2-11 4x1 3x10M18SHS II 6x8 = HUS26 THD26.2 HUS26 6x6 =HUS26 6x6 = HUS26 HUS26 6x6 = HUS26 4x8 = 4x4 = 5 6 4x10 6x6 = 4x10 = HUS26 HUS26 3x10 M18SHS I I HUS26 4S3 8-8-15 12-11-10 17-2-5 i 20-1-11 i 22-4-6 1 45-3 4-2-11 4-2-11 4-2-11 2-11-5 2-2-11 Scale = 1:58.9 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 0.52 Vert(LL) 0.23 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.26 11-13 >999 180 M18SHS 244/190 BCLL 10.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 435 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-15 oc purlins, BOT CHORD 2x6 SP DSS 'Except* except end verticals. 8-12: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-10 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-10, 5-9, 7-8 5-10,6-9,1-14,7-9: 2x4 SP No.2, 1-15,7-8: 2x8 SP DSS REACTIONS. (lb/size) 15=5262/0-8-0, 8=5916/0-4-0 Max Horz 15=569(LC 8) Max Uplift 15=-3206(LC 8), 8=3937(LC 8) Max Grav 15=5918(LC 36), 8=6529(LC 36) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8833/4790, 2-3=-8194/4455, 3-4=5888/3299, 4-5=-3164/1888, 5-6=1479/968, 6-7=-1681/1045, 1-15=-5575/3050, 7-8=-6211/3765 BOT CHORD 14-15=-978/937, 13-14=-4825/8140, 11-13=-4366/7533, 10-11=-3153/5390, 9-10=-1754/2953 WEBS 2-14=-496/548, 2-13=-739/559, 3-13=1605/3076, 3-11=3273/1852, 4-11=2557/4708, 4-10=-4683/2690, 5-10=-3245/5591, 5-9=-4786/2829, 6-9=457/645, 1-14=3955/7405, 7-9=-3343/5606 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 10.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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3206 lb uplift at joint 15 and 3937 lb uplift at joint 8. 11) Use USP THD26-2 (With 16d nails into Girder & 1 Od nails into Truss) or equivalent at 2-4-0 from the left end to connect truss(es) to front face of bottom chord. ,ontinued on oaae 2 ,0%,1111111//I,A. ,I i No 39380 'ffll;0 N A ��,,♦♦ 1111111 Thomas A. Albans PE No.39380 Mfrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II-7473 rev. 1010312015 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 ANSUiPIi Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety in available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 8 DIAMOND SANDS T15915242 J37133-J37133A B02G Hip Girder 1 �J37133_1-ot Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 S Nov 16 2018 MI I ek Industries, Inc. Mon Uec 31 15:4Z:b8 ZU18 Page 2 ID:lozl gTZB916U17099?r7Y5y4jC1-xnAdJLgQxxzXvs7egh91 b_85SUGc5G3XO3FiMwy3OED NOTES- 12) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-2-1 cc max. starting at 4-3-1 from the left end to 20-5-2 to connect trusses) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=70, 5-6=70, 6-7= 70, 8-15=-20 Concentrated Loads (lb) Vert: 12=-896(F) 14=-1235(F) 16=-107(F) 17=-1245(F) 18=-896(F) 19=-896(F) 20=910(F) 21=903(F) 22=-898(F) 23=-1235(F) ®WARNING- Verify design paramelers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II.7473 rev. 1010312015 BEFORE USE. Nil' valid for use only with WWI) connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply DIAMOND SANDS T15915243 J37133-J37133A B03 Hip 1 1 �J37133_1_ot8 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 31 16:42:57 2018 Page 1 ID:lozl gTZB916U17099?r7Y5y4jC1-Pzk?Wgr2iF50XOigOPgGBB?Etuiagr8hFi_FvMy3OEC 2-2-0 9-7-0 17-0-0 24-0-0 24 2-6 2-2-0 7-5-0 7-5-0 7-M 0- -0 4x8 M18SHS = 4x4 = 10 a 1 6 2x4 II 3x4 — 3x8 = 3x6 3x4 = 4x4 = 1-10-0 2 2-p 9-7-0 17-0-0 24-2-6 1-10-0 0-4- 7-5-0 7-5-0 7-2-6 Plate Offsets (X,Y)— [4:0-4-12,0-2-01 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 10.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rTP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-10: 2x6 SP No.2 REACTIONS. (lb/size) 10=1189/0-8-0, 6=975/Mechanical Max Horz 10=647(LC 8) Max Uplift 10=-716(LC 8), 6=685(LC 8) Max Grav 10=1396(LC 13). 6=1234(LC 13) Scale = 1:52.2 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.67 Vert(LL) -0.10 6-7 >999 240 MT20 244/190 BC 0.60 Vert(CT) -0.16 6-7 >999 180 M18SHS 244/190 WB 0.41 Horz(CT) -0.02 6 n/a n/a Matrix -AS Weight: 144 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at mid pit 3-7, 5-7, 5-6 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1659/593, 3-4=-948/393, 4-5=803/459, 5-6=-1089/716 BOT CHORD 9-10=-582/428, 7-9=-945/1545 WEBS 2-10=-1235/781, 2-9=-367/1159, 3-7=-860/559, 4-7=-229/325, 5-7=-680/1187 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 716 lb uplift at joint 10 and 685 lb uplift at joint 6. 10) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. No 39380 '44rS,10 N A k- nln Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ® wARNING - Verity dosign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 1010312015 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 property incorporate this design Into the overall ESE' 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ply 8 DIAMOND SANDS T15915244 J37133-J37133A B04 �Qty Half Hip 1 1 �J37133_1_ot Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 31 16:42:58 2018 Page 1 ID:Ioz1gTZB916U17099?r7Y5y4jC1-t9HNkOrgSZDFBAHOy6CVgPYMwI aZDngUMkpRpy30EB 2-2-0 8-7-0 15-0-0 19-5-7 24-2 6 2-2-0 6-5-0 6-5-0 4-5-7 4-8-15 4x6 = 3x4 = 2x4 II 5 6 3x4 = 2x4 I 4x4 = 3x4 = 3x8 = 5x5 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 TCDL 15.0 Lumber DOL 1.25 BC 0.87 BCLL 10.0 Rep Stress Incr YES WB 0.71 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` 2-11: 2x6 SP No.2 REACTIONS. (lb/size) 7=975/Mechanical, 11=1189/0-8-0 Max Horz 11=571(LC 8) Max Uplift 7=-659(LC 8), 11=742(LC 8) Max Grav 7=1198(LC 13), 11=1395(LC 13) Scale = 1:45.1 DEFL. in floc) Vdefl L/d PLATES GRIP Vert(LL) -0.29 7-8 >899 240 MT20 244/190 Vert(CT) -0.47 7-8 >562 180 Horz(CT) -0.03 7 n/a n/a Weight: 146 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-7 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1656/645, 3-4=-1153/505, 4-5=998/545 BOT CHORD 10-11=-459/345, 8-10=-938/1537, 7-8=380/616 WEBS 2-11=-1234/774, 2-10=-486/1256, 3-8=-635/458, 5-8=-316/728, 5-7=-1070/692 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 659 lb uplift at joint 7 and 742 lb uplift at 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 sheetrock be applied directly to the bottom chord. ,`�1111111111I��I No 39380 .� r � * r :lzz �O;F p R P ��tv�•• E�C� %% Thomas A. Albany PE No.39380 MITek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING - Verity desi9n parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M!Tek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Duality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply DIAMOND SANDS T15915245 J37133-J37133A B05 Half Hip 1 1 �J371331-018 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 31 16:42:58 2018 Page 1 ID:lozl gTZB916U17099?r7Y5y4jC1-t9HNkOrgSZDF8AHOy6CVgPYSJ11 yZil gUMkpRpy3OEB 2-2-0 7-7-0 13-0-0 18-5-7 24-2-6 2-2-0 1 5-5-0 5-5-0 5-5-7 5-8-15 5x5 = 3x4 = 5 3X4 = 3X4 = Scale = 1:42.6 2x4 11 3x4 = 3x8 = 3x4 5x5 = = Plate Offsets (X,Y)— [4:0-2-8,0-2-6],[7:0-2-8,0-2-12],[11:0-3-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.10 7-8 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.19 7-8 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -AS Weight: 140 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 `Except` WEBS 1 Row at midpt 3-11, 5-7 2-11: 2x6 SP No.2 REACTIONS. (lb/size) 7=975/Mechanical, 11=1189/0-8-0 Max Horz 11=495(LC 8) Max Uplift 7=-637(LC 8). 11=-764(LC 8) Max Grav 7=1172(LC 13), 11=1399(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 34=-1579/750, 4-5=-1004/519 BOT CHORD 10-11=-917/1498, 8-10=-650/1124, 7-8=-484/849 WEBS 2-11=-379/405, 3-11 =-1 5041689, 3-10=218/323, 4-10=-222/530, 4-8=-232/253, 5-8=-126/549, 5-7=1216/705 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30tt; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 637 lb uplift at joint 7 and 764 lb uplift at joint 11. 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. No 39380 * :IZ i Thomas A Mani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with 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/TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J37133_1-ot 8 DIAMOND SANDS T15915246 J37133-J37133A B06 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 31 16:42:59 2018 Page 1 I D:lozl gTZB916U170997r7Y5y4jC1-MMrlxMsJDsL6mKrDVgjkDc4cshPllf5ziOTMzFy3OEA 2-2-0 6-7-0 11-0-0 17-5-7 24-2.6 2-2-0 4-5-0 4-5-0 6-5-7 6-8-15 3 5x5 = 3x4 = Scale = 1:40.6 3x4 II 11 3x8 = 3x4 = _ 7 3x4 = 3x4 = 3x4 — 5x5 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) lidefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.08 8-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.19 8-10 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.77 Horz(CT) -0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 135 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-8, 5-7 2-11: 2x6 SP No.2 REACTIONS. (lb/size) 7=975/Mechanical, 11=1189/0-8-0 Max Horz 11=419(LC 8) Max Uplift 7=-617(LC 8), 11=784(LC 8) Max Grav 7=1101(LC 13), 11=1354(LC 13) ` FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1475/719, 4-5=-1082/607 BOT CHORD 10-11=-860/1367, 8-10=-710/1209, 7-8=-607/1082 WEBS 2-11=-318/350, 3-11=-1463/764, 4-10=-46/347, 5-8=0/374, 5-7=-1336/751 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 617 lb uplift at joint 7 and 784 lb uplift at joint 11. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ♦♦��O PS A A;e ?�ii No 39380 '0 : • 1z 40 i���ss,O N A� E�C� �♦ Thomas A. Albanl PE No.39380 Mffek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall my 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 ANSI7fP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J37133_Lot 8 DIAMOND SANDS T15915247 J37133-J37133A B07 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 31 16:43:00 2018 Page 1 ID:lozl gTZB916U17099?r7Y5y4jC 1-gYP89itx_ATzOU QP3XEzmgdjv5kpl Ao7xgDv Why30E9 2-2-0 9 0-0 16-5-7 24-2-6 2-2-0 6-10-0 7-5-7 7-8-15 4x8 = 1x4 II Scale = 1:41.0 3x6 = 3x4 = 3x6 11 4x4 = 3x4 = 3x8 = 3x6 11 1-10-0 2�2-0 9-0-0 16-5-7 24-2-6 1-10-0 0-4- 6-10-0 7-5-7 7-8-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.10 7-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.18 6-7 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.55 Horz(CT) -0.02 6 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -AS Weight: 127 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 'Except* WEBS 1 Row at midpt 5-7 2-10: 2x6 SP No.2 REACTIONS. (lb/size) 6=975/Mechanical, 10=1189/0-8-0 Max Horz 10=343(LC 8) Max Uplift 6=-601(LC 8), 10=800(LC 8) Max Grav 6=1082(LC 13), 10=1332(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1528/726, 3-4=-1393/781, 4-5=1393/781, 5-6=-957/636 BOT CHORD 9-10=-300/324, 7-9=-757/1344 WEBS 2-10=-1197/860, 2-9=-477/1120, 4-7=594/555, 5-7=-861/1529 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 601 lb uplift at joint 6 and 800 lb uplift at joint 10. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,`1111111.111//I,,I No 39380 � * r A,,04 Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must veriy the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/i Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ply J37133_Lot 8 DIAMOND SANDS �Qty T15915248 J37133-J37133A B08G Half Hip Girder 1 1 Job Reference o tional East Coast Truss, R. Pierce, FL 34946 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 31 16:43:02 2018 Page 1 ID:loz1 gTZB916U17099?r7Y5y4jC1-mxXuZOuB WnjgdnaoByGRrFi5mvOvV?9QP_iOaay3OE7 21 0 7-0-0 11-2- 11 1717 19-8-2 24-2-6 2-2-0 4-10-0 4-2-11 42-1 4-2-11 4-6-3 I l; en 48 = NAILED 3 NAILED NAILED 3x4 = NAILED 18 4 19 Scale = 1:41.0 NAILED 1x4 II NAILED 3x4 = 4x4 = 205 21 6 7 3x4 = 3x6 II 5x5 —_ NAILED 3x4 =3x4 = NAILED 3x8 = NAILED SUH24 4x4 = 3x6 II Special LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 10.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Except* 2-14: 2x8 SP DSS REACTIONS. (lb/size) 8=1243/Mechanical, 14=1472/0-8-0 Max Horz 14=267(LC 8) Max Uplift 8=-1042(LC 8), 14=-1391(LC 8) Max Grav 8=161O(LC 29), 14=1936(LC 29) NAILED NAILED 24-2-6 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TC 0.59 Vert(LL) 0.19 9-10 >999 240 MT20 244/190 BC 0.65 Vert(CT) -0.18 10-11 >999 180 WB 0.88 Horz(CT) -0.04 8 n/a n/a Matrix -MS Weight: 135 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-2-15 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-2475/1645, 3-4=-2891/1957, 4-5=2805/1863, 5-6=2805/1863, 6-7=1902/1259, 7-8=-1556/1075 BOT CHORD 11-13=-1561/2212, 10-11=-1957/2891, 9-10=-1259/1902 WEBS 2-14=-1814/1374, 2-13=-1429/2151, 3-13=-168/254, 3-11=-561/932, 4-11=401/402, 5-10=-402/408, 6-10=-769/1150, 6-9=-10161799, 7-9=-1571/2368 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1042 lb uplift at joint 8 and 1391 lb uplift at joint 14. 9) Use USP SUH24 (With 10d nails into Girder & NA9D nails into Truss) or equivalent at 18-10-12 from the left end to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) "NAILED" indicates 3-10d (0.148"xY) or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 408 lb down and 387 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) 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 continued on Daae 2 *PS A No 39380 FIZZ fit ,O Thomas A. Albanl PE No.39380 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 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 ISO 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 ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply J37133_Lot 8 DIAMOND SANDS T15915248 J37133-J37133A B08G Half Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 31 16:43:02 2018 Page 2 ID:loz1 gTZB916U17099?r7Y5y4jC1-mxXuZOuBWnjgdnaoByGRrFi5mvOvV79QP_iOaay3OE7 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 3-7=70, 8-15=20 Concentrated Loads (lb) Vert: 3=-20(B) 13=238(B) 11=9(B) 4=-20(B) 18=-20(B) 19=-20(B) 20=-20(B) 21=-20(B) 22=9(8) 23=9(B) 24=9(B) 25=9(B) 26=-238(B) AWARNING - Verily design parameters and READ NOTES ON This AND INCLUDED MITEK REFERENCE PAGE 6111.7472 rev. 1010312015 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 properlyincorporate this design Into the overall■■p�.YY building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I VliTek' 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 BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J37133_Lot 8 DIAMOND SANDS T15915249 J37133-J37133A C01 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 31 16:43:03 2018 Page 1 ID:lozl gTZB916U17099?r7Y5y4jC1-E75GnkvpH5rXFx9_kfngNSFG8JjgEY7ZdeRa6Oy3OE6 2-2-0 8-2-3 14.2-5 20-2-8 22-6-5 2-2-0 6-0-3 6-0-3 6-0-3 2-3-13 5x5 = 2x4 11 Scale = 1:56.6 5.50 F12 3x4 = 2x4 II 4x4 = 3x4 = 3x8 = 5x5 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 TCDL 15.0 Lumber DOL 1.25 BC 0.75 BCLL 10.0 Rep Stress Incr YES WB 0.51 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-12: 2x6 SP No.2 REACTIONS. (lb/size) 8=899/Mechanical, 12=1115/0-8-0 Max Horz 12=769(LC 8) Max Uplift 8=-702(LC 8), 12=611(LC 8) Max Grav 8=1239(LC 13), 12=1310(LC 13) DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.24 8-9 >999 240 MT20 244/190 Vert(CT) -0.38, 8-9 >640 180 Horz(CT) -0.02 8 n/a n/a Weight: 149 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-8, 6-9, 6-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1499/411, 3-5=-1075/284, 5-6=1154/546 BOT CHORD 11-12=7640/398, 9-11=-930/1451, 8-9=-169/258 WEBS 2-12=-1162/639, 2-11=-295/1145, 3-9=-533/413, 5-9=-551/521, 6-9=-767/1378, 6-8=-1081/759 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 702 lb uplift at joint 8 and 611 lb uplift at joint 12. 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. No 39380 r s,O N A� 'C0 '. nl Thomas A. Albans PE No.39380 MIek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEJ( REFERENCE PAGE M11•7473 rev. 10/07/2075 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 p A� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV I iTeka 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. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply DIAMOND SANDS T15915250 J37133-J37133A CO2 Half Hip 1 1 �J37133_1-otS Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 31 16:43:04 2018 Page 1 I D:loz1 gTZB916U17099?r7Y5y4jC1-iJfe_4wR2PzOt5kAl NlvwgoQOi6hzwRjslB7fSy3OE5 2-2-0 10-2-4 18-2-8 22-6-5 2-2-0 8-0.4 8-0-4 4-3 13 5x5 = 2x4 11 Scale = 1:51.3 5.50 12 3x4 = 2x4 II 4x4 = 3x4 = 3x4 = 5x5 = Plate Offsets (X Y)— 14:0-2-0 Edge] 15:0-2-8 0-2-61 [7:0-2-8 0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.11 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.18 7-8 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.83 Hcrz(CT) -0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 137 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 "Except* WEBS 1 Row at midpt 6-7. 5-7 2-11: 2x6 SP No.2 REACTIONS. (lb/size) 7=899/Mechanical, 11=1115/0-8-0 Max Horz 11=693(LC 8) Max Uplift 7=-669(LC 8). 11=644(LC 8) Max Grav 7=1182(LC 13), 11=1311(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1473/442, 3-5=-901/325 BOT CHORD 10-11=-658/454, 8-10=-873/1362, 7-8=-305/492 WEBS 2-11=-1188/714, 2-10=-187/977, 3-8=-814/623, 5-8=-341/875, 5-7=-1089/691 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; 8=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 669 lb uplift at joint 7 and 644 lb uplift at joint 11. 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. rr►rr��lf ��` . • G E Ns •: 9�ji ii No 39380 � a � * a � 'd : • IZ Z 41, s,O N A ; rnnr Thomas A. Alban[ PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ® WARNING - Verity design parameters nd READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual 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 H pV It building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek• 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 ANS11TP/1 Quality Criteria, DS0-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, AJexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply 8 DIAMOND SANDS T15915251 J37133-J37133A CO3 Half Hip 1 1 �J37133_1_ot Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov i o co i o rvn i en muomi —, n ru. Wont w6c : : aga , ID:lozl gTZ8916U170997r7Y5y4jC1-AVC1 CPx3pi5FUFJNs4g8StKd_6SkiRMs5ywgBvy30 E4 2-2-0 9-2-4 16-2-8 22.6-5 2-2-0 7-G-4 7-04 6-3-13 5x8 = Scale = 1:46.9 3x4 11 10 ' 2x4 11 4x4 = 3x4 = 3x4 = 5x5 = 3x4 = 6-2-8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.06 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.12 7-9 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.53 Horz(CT) -0.03 6 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 135 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-6, 3-7, 4-6 2-10: 2x6 SP No.2 REACTIONS. (lb/size) 6=899/Mechanical, 10=1115/0-8-0 Max Horz 10=617(LC 8) Max Uplift 6=-638(LC 8), 10=674(LC 8) Max Grav 6=1135(LC 13). 10=1309(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1510/522, 3-4=-844/336 BOT CHORD 9-10=-532/389, 7-9=-858/1407, 6-7=-410/727 WEBS 2-1 0=-1 158/725, 2-9=-331/1072, 3-7=-810/528, 4-7=-184/702, 4-6=-1123/633 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.0psf 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 638 lb uplift at joint 6 and 674 lb uplift at joint 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 sheetrock be applied directly to the bottom chord. % O... .9 i No 39380 ��•' •�► lnnl Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Bert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312016 BEFORE USE. Design valid for use onlywith MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 MTek• 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?p/l Quality Criterfa, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 8 DIAMOND SANDST15915252 J37133-J37133AA C04 Roof Special 1 1b L7133_Lot Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 mzzu s Nov to zuio Iwl1 etc incusiries, inc. mon Dec 31 6.43:05 cc to raye i ID:lozl gTZB916U17099?r7Y5y4jC 1-AVC1 CPx3pi5FU FJNs4gBStKdL6QPiLFs5ywgBvy3OE4 2-2-0 8-2-4 14-2-8 20-2-8 22-6-5 2-2-0 6-0-4 6-0-4 6-0-0 2-3-13 Scale = 1:44.8 3x4 = 2x4 11 4x4 = . JX4 = 3x8 = 5x5 = Plate Offsets (X Y)-- [7:0-2-8 0-2-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.19 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.31 7-8 >786 180 BCLL 10.0 Rep Stress Incr YES WB 0.92 Horz(CT) -0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 139 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 `Except` WEBS 1 Row at micipt 6-7 2-11: 2x6 SP No.2 REACTIONS. (lb/size) 7=899/Mechanical, 11=1115/0-8-0 Max Horz 11=622(LC 8) Max Uplift 7=-640(LC 8). 11=-672(LC 8) Max Grav 7=1157(LC 13), 11=1293(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1478/520, 3-4=-1018/396, 4-5=879/442 BOT CHORD 10-11=-495/339, 8-10=-884/1394, 7-8=-209/328 WEBS 2-11 =-1 146/694, 2-10=-396/1136, 3-8=582/419, 5-8=-477/866, 5-7=-997/682 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. ,���►� 11/�� ,�1� A. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • designed for live load 10.Opsf the bottom in a rectangle 3-6-0 tall by 2-0-0 wide `e� Q�• 5) This truss has been a of on chord all areas where A?'� �+� C SF�'• 2� ��� will fit between the bottom chord and any other members, with BCDL = 10.Opsf. ��� 6) Refer to girder(s) for truss to truss connections. No 39 380 i 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 640 lb uplift at joint 7 and 672 lb uplift at 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 be applied directly to the bottom chord. sheetrock O�` ,yam, .. p R � • � • ��,`�• �'�i,S .��,• 0 N A� E� Thomas A.-Aibanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev. 1010312015 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?PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply DIAMOND SANDS T15915253 J37133-J37133A C05 Roof Special 1 �J37133_1_ot8 1 Job Reference c tional East Coast Truss, Ft. Pierce, FL 34946 6.220 5 Nov to zu16 Iwl I uK IriuU iii—, it- rviui, ucc. o, w..aga I D:Ioz1 gTZB916U17099?r7Y5y4jC1-eim PPlyiaOD66PuZQoLN?4tr2WnARnX?JcgEjLy3OE3 2-2-0 7-7-0 13-0-0 19-0-0 22-6-5 2-2-0 5-5-0 5-5-0 6-0-0 3 6-; i 3x4 = 2x4 11 Scale = 1:45.8 6 11 r 3x8 = 3x4 = 3x4 = 3x4 = 54 = 8-10-4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 10.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-11: 2x6 SP No.2 REACTIONS. (lb/size) 7=899/Mechanical, 11=1115/0-8-0 Max Horz 11=622(LC 8) Max Uplift 7=-640(LC 8). 11=-672(LC 8) Max Grav 7=1171(LC 13), 11=1302(LC 13) CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.38 Vert(LL) -0.09 7-8 >999 240 MT20 244/190 BC 0.57 Vert(CT) -0.15 7-8 >999 180 WB 0.98 Horz(CT) -0.03 7 n/a n/a Matrix -AS Weight: 137 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-7, 3-11 FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1443/622, 4-5=-838/342 BOT CHORD 10-11=-901/1392, 8-10=-617/996, 7-8=-317/533 WEBS 2-11=-384/403, 3-11 =-1 354/513, 3-10=-233/343, 4-10=-282/552, 4-8=-319/384, 5-8=-307/687, 5-7=1072/653 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 640 lb uplift at joint 7 and 672 lb uplift at 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 sheetrock be applied directly to the bottom chord. 11111.1111111I ��,pPS A• q 'f�i No 39380 • � -0 , $-i�;; In 111111 Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. �� Design valid for use only with NIiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this.. design into the overall building design. Bracing indicated is to prevent buckling of individual truss web antl/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 ANSUTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J37133_Lot 8 DIAMOND SANDS T15915254 J37133-J37133A C06 Roof Special 1 1 Job Reference o tional o•n7 onan oe ee East Coast Truss, Ft. Pierce, FL 34946 8.220 —v i o < � o wn, �n u�„ ,.,..,, - a- ID:lozl gTZB916U17099?r7Y5y4jC1-7uKnd5yKLKLzkZTlzVscYIQOLw8xAID9YGPnFny3OE2 2-2-0 6-7-0 11-0-0 17-0-0 22.E-5 2-2-0 4-5-0 4-5-0 6-0-0 5-6-5 3x4 = 2x4 11 Scale = 1:45.8 6 3x8 = 3x4 = 3x4 = axv — 1 5x5 = 8-10-4 0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.35 BC 0.47 WB 0.70 Matrix -AS DEFL. in Vert(LL) -0.06 Vert(CT) -0.12 Horz(CT) -0.03 (loc) I/deft Ud 7-8 >999 240 7-8 >999 180 7 n/a hie PLATES GRIP MT20 244/190 Weight: 132 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except` WEBS 1 Row at midpt 6-7, 5-7 2-11: 2x6 SP No.2 REACTIONS. (lb/size) 7=899/Mechanical, 11=1115/0-8-0 Max Horz 11=622(LC 8) Max Uplift 7=-640(LC 8). 11=-672(LC 8) Max Grav 7=1136(LC 13), 11=1267(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1335/541, 4-5=-932/337 BOT CHORD 10-11=-906/1302, 8-10=-726/1109, 7-8=-506/875 WEBS 2-11=-317/344, 3-11=-1328/574, 4-10=-105/338, 4-8=-186/281, 5-8=-125/408, 5-7=-1187/691 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 0 degree its P,cJ A. \v` • �e �jf 3) Plates checked for a plus or minus rotation about center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦♦ 0... ♦ Ci N •'� �,� E 5��. ��i/ �i�,, 5) `This truss has been designed for a live load of 10.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. No 39380 i 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 640 lb uplift at joint 7 and 672 lb uplift at 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 sheetrock be applied directly to the bottom chord. ; �411 = • ♦� ��T�s. • UFt�pP:G��� % Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 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 gt 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 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply=J37133AMOND SANDST15915255 C07 Roof Special 1 (optional) East Coast Truss, Ft. Pierce, FL 34946 . 8.220 5 Ivov 10 LV 10 IVII1 tl II IU JUICJ, nice. ry 05 ac i I .. aye , ID:loz1 gTZB916U17099?r7Y5y4jC1-b4u9gRzy6dTgLi2xXDNr4Vy6jKTivnclnw9KoEy3OE1 2-2-0 9-0-0 15-0-0 22-6-5 2-2-0 6-10-0 6-0-0 7-6-5 3x4 i Scale = 1:45.7 5 m 4 2x4 II 4x4 = 3x4 3x4 = Sx5 = 3x4 = 10 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.10 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.20 6-7 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.56 Horz(CT) -0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 127 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-6, 4-6 2-10: 2x6 SP No.2 REACTIONS. (lb/size) 6=899/Mechanical, 10=1115/0-8-0 Max Horz 10=622(LC 8) Max Uplift 6=-640(LC 8), 10=-672(LC 8) Max Grav 6=1148(LC 13), 10=1255(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1375/495, 3-4=-1236/431, 5-6=-292/278 BOT CHORD 9-10=-571/433, 7-9=-826/1276, 6-7=-710/1303 WEBS 2-10=-1110/746, 2-9=-262/949, 4-6=-1462/796 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 640 lb uplift at joint 6 and 672 lb uplift at joint 10. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. �•%%OOPS A' •' 4,& No 39380 �•� '•44/� ef ONALG%, "'11111111►\\\%, Thomas A. Albani PE No.39380 Welk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING -Verify design paranlefers and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil-7473 rev. 1010312015 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 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Cty Ply 8 DIAMOND SANDS T15915256 J37133-J37133A COBG Roof Special Girder 1 �J37133_1_ot 1 Job Reference o lional East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MITek Industries, Inc. Mon Dec 31 16:43:09 2018 Page 1 ID:Ioz1gTZB9I6U17099?r7Y5y4jC1-3HSX1n_atxchzsc85wu4djVlMjkDe9cSOauuKgy3OEO i 2-2-0 7-0-0-9-4 13-0-0 17-4-0 _ 21-8-0 r 2_2.0 4-10-0 -9-4 5-2-12 4-4-0 4-4-0 0-10-5 1 6 4x4 = Scale = 1:55.6 2x4 11 7 8 3x4 = 3x10 II 6x8 = 7x10 = 6x8 = 2x4 I HJC26 Special LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.28 9-10 >861 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.52 9-10 >464 180 BCLL 10.0 Rep Stress Incr NO WB 0.89 Horz(CT) -0.03 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 156 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, BOT CHORD 2x6 SP No.2 *Except* except end verticals. 9-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at micipt 6-10, 6-9 2-13: 2x8 SP DSS REACTIONS. (lb/size) 9=1197/Mechanical, 13=1903/0-8-0 Max Hors 13=596(LC 8) Max Uplift 9=-917(LC 8), 13=-1479(LC 8) Max Grav 9=1522(LC 29), 13=2204(LC 29) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-283/112, 2-3=-2968/1826, 3-4=-2748/1784, 4-5=-2733/1360, 5-6=-3221/1681 BOT CHORD 1-13=-86/252, 12-13=-562/437, 11-12=-2185/2959, 10-11=-2186/2959, 9-10=758/1158 WEBS 2-13=-1996/1426, 2-12=-1520/2398, 3-12=-739/1102, 4-12=-732/417, 6-1 0=-1 544/2745, 6-9=-1628/1071, 4-11=-503/527, 4-10=-507/804, 5-1 0=-1 610/964 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 917 lb uplift at joint 9 and 1479 lb uplift at joint 13. 9) Use USP HJC26 (With 16d nails into Girder & 10d nails into Truss) or equivalent at 7-0-6 from the left end to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 757 lb down and 458 lb up at 7-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) 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 p' q'Al �0. No 39380 l � � r ♦ Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: January 1,2019 continued on page 2 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MrrekO 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 �i�•YYi 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 ANSI/TPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply DIAMOND SANDS T15915256 J37133-J37133A C08G Roof Special Girder 1 1 �J37133-Lot8 Job Reference o tional East Coast Truss, Ft. Pierce, FL'3494s o.ccu a .— - 1. 1. -11— ...- ,.,..,, — . --.- , — ID:IozlgTZB916U17099?r7Y5y4jC1-3HSX1n_atxchzsc85wu4djVlMjkDe9cS0auuKgy3OE0 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-7=-70, 7-8=-70, 9-14=-20 Concentrated Loads (lb) Vert: 3=31(F) 12=-411(F) 11=-705(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual 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 ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply DIAMOND SANDS T15915257 J37133-J37133A C09 Half Hip 1 1 �J37133_1_ot8 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 ti.22U s Nov ib 2u1t1 ml I eK Industries, inc. wlon Dec 3i l6:43: iu 20io rage I ID:lozl gTZB916U17099?r7Y5y4jC1-XTOwF7?CeFkYbOBKfePJ9w2OL74MNiPbEEeRs6y3OE? 2-2-0 10-5-0 18-8-0 22-6-5 2-2-0 8-3-0 8-3-0 3-10-5 di 5x5 = 2x4 II Scale = 1:52.5 5.50 12 3x4 = 3x8 = 3x4 = 3x4 = 5x5 = 12-2-7 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.46 7-8 >528 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.69 7-8 >349 180 BCLL 10.0 Rep Stress Incr YES WB 0.48 Horz(CT) -0.02 7 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 135 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 `Except" BOT CHORD Rigid ceiling directly applied. 7-9: 2x4 SP No.1 WEBS 1 Row at midpt 6-7, 3-10, 5-8, 5-7 WEBS 2x4 SP No.3 `Except` 2-10: 2x6 SP No.2 REACTIONS. (lb/size) 7=899/Mechanical, 10=1115/0-8-0 Max Horz 10=710(LC 8) Max Uplift 7=-676(LC 8). 10=-637(LC 8) Max Grav 7=1212(LC 13), 10=1320(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-311/11, 2-3=-514/241, 3-5=-1370/568 BOT CHORD 1 -1 0=-26/322, 8-10=-871/1399, 7-8=-285/432 WEBS 2-10=-580/620, 3-10=-1032/241, 3-8=-604/650, 5-8=-584/1249, 5-7=-10411/736 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 1 O.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 676 lb uplift at joint 7 and 637 lb uplift at joint 10. 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. ',,,�iltlllll►ll�,,I �� •r , G. E N 3 �. No 39380 •�•' •:�441Z r + $"1111111110 Thomas A. Albans PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 10/03/2015 BEFORE USE. • Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not p` a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p building design. Bracing Indicated is to prevent buckfing of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V IiTek• 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, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply 8 DIAMOND SANDS T15915258 J37133-J37133A C10 Half Hip 1 1 �J37133_1_ol: Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 Nn Tek inuusu mys, 111u. wwi 1 — o I 1—J. I , " "u. ID:loz1 gTZB916U17099?r7Y5y4jC1-?faIST?gPYsPCAm WCLwYiBaZ4XQd674kTuN?OYy3OE_ 2-2-0 9-6-0 16-8-0 22-6-5 2-2-0 7-4-0 7-2-0 5-10-5 5x5 = F sn 3x4 11 Scale = 1:47.5 3x8 = 3x4 = 3x4 = 5x5 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.44 7-8 >557 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.66 7-8 >367 180 BCLL 10.0 Rep Stress Incr YES WB 0.58 HOrz(CT) -0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 129 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 7-9: 2x4 SP No.1 WEBS 1 Row at midpt 6-7. 4-10, 5-7 WEBS 2x4 SP No.3 *Except* 2-10: 2x6 SP No.2 REACTIONS. (lb/size) 7=899/Mechanical, 10=1115/0-8-0 Max Horz 10=634(LC 8) Max Uplift 7=-645(LC 8), 10=-668(LC 8) Max Grav 7=1164(LC 13),10=1320(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-274/0, 2-4=-449/203, 4-5=-1307/531 BOT CHORD 1-10=-3/274, 8-10=-872/1390, 7-8=401/637 WEBS 2-10=-515/562, 4-1 0=-1 108/378, 4-8=492/542, 5-8=-371/989, 5-7=-1021/673 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 645 lb uplift at joint 7 and 668 lb uplift at joint 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 sheetrock be applied directly to the bottom chord. 0%liu 1111►1,111� �%% OOPS A ' 44 No 39380 -0 : * Ir �44441` if Thomas A. Albans PE No.39380 MlTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ���•YY building design. Bracing indicated is to prevent buckling of individual 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 ANS11TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Cly Ply SANDS T15915259 J37133-J37133A C11 Half Hip 1 1 �J37133_1_otBDITMOND Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 31 16:43:12 2018 Page 1 ID:lozl gTZB916U17099?r7Y5y4jC1-Ts8ggpOS9s—GgKLjm2SnFL7k_xmGraDuN7Yw?y3ODz 2-2-0 8-5-0 14-8-0 22-6-5 2-2-0 6-3-0 6-3-0 7-10-5 5x5 = 3x4 = Scale = 1:43.6 sxv = 4x4 — 5x5 = 3x4 = 1-10-0 2 2 12-2-7 22-6-5 1-10-0 0-4- 10-0-7 103-15 Plate Offsets (X Y)— 14:0-3-0 0-2-8] [5:Edge 0-1-8] [6:0-2-8 0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.38 6-7 >635 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.60 6-7 >407 180 BCLL 10.0 Rep Stress Incr YES WB 0.58 Horz(CT) -0.03 6 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 125 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-8: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 2-9: 2x6 SP No.2 REACTIONS. (lb/size) 6=899/Mechanical, 9=1115/0-8-0 Max Horz 9=558(LC 8) Max Uplift 6=-618(LC 8), 9=-695(LC 8) Max Grav 6=1118(LC 13). 9=1315(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-364/151, 3-4=-12631513, 5-6=-257/241 BOT CHORD 7-9=-868/1366, 6-7=-505/852 WEBS 2-9=-423/482, 3-9=-11911531, 3-7=-372/432, 4-7=-176/746, 4-6=-1075/654 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-9. 4-6 NOTES- 1) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ff; B=84ft; L=60ft; eave=7ff; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads. 5) • This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 618 lb uplift at joint 6 and 695 lb uplift at joint 9. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. .`p�Ps No 39380 '>7 : • IZ OR IV O N Al Thomas A. Alban[ PE No.39380 Mrrek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mrrek® 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 p /r� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ty'�T®k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 8 DIAMOND SANDS T15915260 J37133-J37133A C12 Half Hip 1 1 �J37133_1_oi[ Jab Reference o lional East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 31 16:43:13 2018 Page 1 ID:lozl gTZB916U17O99?r7Y5y4jCl-x2h2t9l5wA67SUwvKmzOnZfyQL6Kazll wCs5SRy3ODy 2-2-0 7-5.0 12-8-0 17-5-7 22-6-5 2-2-0 5-3-0 5-3-0 49-7 5-0-15 4x4 = 3x4 = 5 2x4 II 10US = 4x6 =V 7 3x4 = 3x8 5x5 = = 12-8-0 Scale = 1:41.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.27 7-8 >899 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.42 7-8 >572 180 BCLL 10.0 Rep Stress Incr YES WB 0.85 Horz(CT) -0.03 7 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -AS Weight: 128 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 `Except` BOT CHORD Rigid ceiling directly applied. 7-9: 2x4 SP No.1 WEBS 1 Row at midpt 5-7 WEBS 2x4 SP No.3 `Except* 2-10: 2x6 SP No.2 REACTIONS. (lb/size) 7=899/Mechanical, 10=1115/0-8-0 Max Horz 10=482(LC 8) Max Uplift 7=-594(LC 8), 10=719(1_C 8) Max Grav 7=1080(LC 13), 10=1294(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-253/0, 2-3=-329/77, 3-4=-1187/515, 4-5=-1040/543 BOT CHORD 8-10=-853/1299, 7-8=-420/680 WEBS 2-10=-320/411, 3-1 0=-1 171/689, 3-8=-309/364, 5-8=-199/584, 5-7=-1008/654 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.0psf 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 594 lb uplift at joint 7 and 719 lb uplift at joint 10. 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. %0III �.`,�� .• G E N S No 39380 ,00 Thomas A. Alban) PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 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 +.��p 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply SANDS T15915261 J37133-J37133A C13 Roof Special 5 1 �137133-10tBDIi—MOND Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 31 16:43:14 20i8 rage 1 ID:IozlgTZB916U17099?r7Y5y4jC1-PEFQ5U2jhTE_3dV5uTUFKmCAtkVkJW6B9scf ty3ODx -85 9.6-5 0-2- 15-0-12 20-2-11 3 3M 5-10-0 -8-0 4-10-7 15-1-15 3x4 4x6 11 2x4 Scale = 1:38.4 I l6 155x5 = 10 ' 2x4 11 3x4 11 4x4 = 3x10 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 10.0 Rep Stress Incr YES BCDL 10.0 Code. FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-14,4-9: 2x4 SP No.3 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 2-6-0 REACTIONS. (lb/size) 7=910/Mechanical, 15=916/0-2-5 Max Harz 15=269(LC 7) Max Uplift 7=-525(LC 8), 15=526(LC 8) Max Grav 7=1059(LC 14), 15=1041(LC 13) 15-0-12 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.46 Vert(LL) -0.1011-12 >999 240 MT20 244/190 BC 0.59 Vert(CT) -0.22 11-12 >999 180 WB 0.49 Horz(CT) 0.06 7 n/a n/a Matrix -AS Weight: 127 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 12-14, 9-11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1648/806, 2-3=-1845/1073, 3-4=-1326/845, 4-5=-1334/795, 5-7=-1523/826, 1-15=-1019/517 BOT CHORD 2-12=-475/447, 11-12=-360/1147, 4-11=-250/121, 7-8=-614/1303 WEBS 3-11 =-245/81 1, 8-11=-540/1243, 1-12=649/1402, 3-12=386/769 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 525 lb uplift at joint 7 and 526 lb uplift at joint 15. 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. 11111111111#I,,. ONS A. No 39380 �O ; �441: • C? Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for 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 Nat 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 ANSIfTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J37133_1-ot 8 DIAMOND SANDS T15915262 J37133-J37133A C14 Common 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 t3.220 s Nov ib zui tl MI I ek Industries, Inc. Mcn Dec a 1 6A3: 15 zu I o Page! ID:loz1 gTZB916U17099?r7Y5y4jC 1-uRpplg3LSnMghn4IRB?US_10280Z2wfKO WLC WKy3ODw 2-2-0 7-0-0 11-10-0 16-8-0 21-6-0 23-8-0 2-2-0 4-10-0 4-10-0 4-10-0 4-10-0 2-2-0 3 3x4 = 11-10-0 4x4 5x8 = 5x8 = Scale = 1:39.3 I6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.13 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.27 9-10 >848 180 BCLL 10.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 119 lb FT = 0% 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 *Except* 6-8,2-10: 2x6 SP No.2 REACTIONS. (lb/size) 8=1065/0-8-0, 10=1065/0-8-0 Max Harz 10=317(LC 7) Max Uplift 8=-619(LC 8), 10=-762(LC 8) Max Grav 8=1151(LC 15), 10=1151(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-263/66, 3-4=1011/626, 4-5=-1011/626, 5-6=-263/106 BOT CHORD 9-10=-428/1195, 8-9=-449/964 WEBS 4-9=-199/491, 5-9=282/307, 5-8=-1050/655, 6-8=-296/359, 3-9=-281/281, 3-10=-1050/761, 2-10=-297/384 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 pelf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 619 lb uplift at joint 8 and 762 lb uplift at joint 10. 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. ���•``��� �'� G E Ni'-. No 39380 00. 4 OR • Thomas A. Alban[ PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 1010312015 BEFORE USE. �� Design valid for use only with MiTek0 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 pp /�� q� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing k• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IYI� lP. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 8 DIAMOND SANDS T15915263 J37133-J37133A C15 Roof Special 2 1 �J37133­1_ot Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s NOV 1b 2U1 b Nu i ex inausmes, Inc. Mon uec 31 16.43. io to Io raye I ID:lozl gTZB916U17099?r7Y5y4jC 1-MdNB WA3zD5UhJxfU?uWjP BH UTY8NnJ6UdA5m3my3ODv 2-2-0 4-2-0 11-10-0 19-2-0 21-6-0 23-9-0 2-2-0 2-0-0 7-8-0 7-4-0 2-4-0 2-2-0 Scale = 1:41.1 46 = 2x4 11 3x4 = 4x8 = 2x4 11 3x8 = Ib ld 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 0.58 Vert(LL) -0.08 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.19 11-12 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 123 lb FT = 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. Except: 3-15,5-9: 2x4 SP No.3 10-0-0 oc bracing: 13-15, 9-11 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-12 6-8,2-16: 2x6 SP No.2 REACTIONS. (lb/size) 8=1075/0-8-0, 16=1075/0-8-0 Max Horz 16=-317(LC 6) Max Uplift 8=-613(LC 8), 16=756(1_C 8) Max Grav 8=1167(LC 15), 16=1167(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1538/570, 3-4=-1196/659, 4-5=-1231/658, 5-6=-1408/663 BOT CHORD 3-13=-258/361, 12-13=-638/1960, 11-12=-725/1600, 5-11=-258/313 WEBS 4-12=-30/446, 5-12=-765/463, 8-11=-240/291, 6-11=-656/1413, 6-8=-988/476, 3-12=-854/415, 2-16=-10731507, 13-16=-310/374, 2-13=669/1534 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 613 lb uplift at joint 8 and 756 lb uplift at joint 16. 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. ,,1►11111111"., ,���IIMONS A q46 ♦ _ft NO 39380 r 'f7 : : tY ► i ♦��, *-ORNSN A� �����` 111 Thomas A. Albanl PE No.39380 MiTek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ® wARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 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 property Incorporate this design into the overall building design. Bracing Indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IY ek• 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 Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply DIAMOND SANDS T15915264 J37133-J37133A C16 Roof Special 4 1 �J371331-ot8 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 6.22U s NOV 16 zu1 t1 ml I eK Ineusirles, Inc. mon uec ai iays: i / 20l a rage 1 ID:Ioz1 gTZB916U17099?r7Y5y4jC 1-gpxZjW4b_OcYw5EgZcl yyPgfgyUP Wt_drggJbCy30Du 2-2-0 4-2-0 1 11-10.0 16-4-8 19-2-0 20-11-0 2-2-0 2-0-0 7.8-0 4-6-8 2.9-8 1-9-0 46 = 16 12 3x8 = 3x8 = 3x4 = 2x4 II 2x4 = Scale = 1:39.3 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 0.61 Vert(LL) -0.11 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.24 7-8 >944 180 BCLL 10.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.06 16 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 113 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 3-11,15-16: 2x4 SP No.3 10-0-0 oc bracing: 9-11 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-8 2-12: 2x6 SP No.2 REACTIONS. (lb/size) 12=1052/0-8-0, 16=827/Mechanical Max Horz 12=-279(LC 6) Max Uplift 12=-740(LC 8), 16=-482(LC 8) Max Grav 12=1142(LC 13), 16=938(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1486/612, 3-4=-1128/621, 4-5=-1099/658, 5-6=-454/175, 7-16=-938/482, 6-7=-337/202 BOT CHORD 3-9=-256/333, 8-9=814/1886, 7-8=-577/1060 WEBS 3-8=-867/482, 4-8=106/487, 2-12=1039/526, 9-12=-297/282, 2-9=-716/1488, 5-8=-297/276, 5-7=880/609 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 740 lb uplift at joint 12 and'482 lb uplift at joint 16. 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. ♦ No 39380 � r � * r i ► 411 pit NA„� 0 . 11111 Thomas A. Albans PE No.39380 MITek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 6111-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with M7ekO 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 p`p.Y building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VliTek• 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/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply DIAMOND SANDS, T15915265 J37133-J37133A C17 Hip 1 1 �J37133_1_ot8 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 1s 2u18 Mir ek industries, Inc. Mon Dec al 16:43n8 2018 rage _i ID:lozl gTZB916U17099?r7Y5y4jC1-IOVxws5DlikPYFos7JYBUcNvhMgHFImm4Uas7fy3ODt 2-2-0 6-7-0 11-0-0 12-8-0 17-1-0 21-6-0 23-8-0 2-2-0 4-5-0 4-5-0 1-8-0 4-5-0 4-5-0 2-2-0 i Scale = 1:39.9 4x4 = 4x4 = 11 5x8 = 5x12 = 3x4 = 3x4 = 5x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 10.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except' 2-11,7-9: 2x6 SP No.2 REACTIONS. (lb/size) 11=1065/0-8-0, 9=1065/0-8-0 Max Horz 11=-296(LC 6) Max Uplift 11=-762(LC 8), 9=619(LC 8) Max Grav 11=1154(LC 13). 9=1154(LC 14) CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TC ' 0.28 Vert(LL) -0.13 10-11 >999 240 MT20 2441190 BC 0.81 Vert(CT) -0.27 10-11 >852 180 WB 0.58 Horz(CT) 0.03 9 n/a n/a Matrix -AS Weight: 125 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1020/624, 4-5=-908/643, 5-6=1020/624 BOT CHORD 10-11=-425/1176, 9-10=-450/955 WEBS 2-11=-270/354, 3-11=-1066/787, 4-10=-67/301, 6-10=-235/275, 6-9=-1066/684, 7-9=-269/330, 5-10=-69/301 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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 762 lb uplift at joint 11 and 619 lb uplift at joint 9. 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. %% %1:1 ... A 4�B ' -9 i No 39380 � r � * r '0: z �0�� , . O R ` O P,: `��tcl nnr� Ak- Thomas A. Alban) PE No.39380 MITek USA, Inc. FL.Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual 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 A building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek• 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 ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply 8 DIAMOND SANDS T15915266 J37133-J37133A C18 Hip 1 1 �J37133_1_ot Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov ie 20i6 MI i ex industries, inc. Mun Dec 31 6'43, is cu io Faye. i ID:loz1 gTZB916U17099?r7Y5y4jC 1-mC3J8C6rWOsGAPN3gO4Q1 qv1 DIGO_rswJ8JQf5y3ODs 2-2-0 4-8-9 9-0-0 14-8-0 18-11-7 21-6-0 23-8-0 2-2-0 2-6-9 4-3-7 5-8-0 4-3-7 2-6-9 1 2-2-0 5x5 = 5x8 = Scale = 1:39.9 11 10 9 8 7 3x4 = 3x4 = 2x4 II 4x8 = 3x4 = 44 = 2x4 II -6-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL . 1.25 TC 0.48 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(CT) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 119 lb FT = 0% 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 *Except* 5-7,2-11: 2x6 SP No.2 REACTIONS. All bearings 20-0-0. (lb) - Max Horz 11=242(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 10=379(LC 8), 8=-197(LC 8), 7=353(1_C 8), 11=-451(LC 8) Max Grav All reactions 250 lb or less atjoint(s) except 10=668(LC 13), 8=556(LC 14), 7=595(LC 14), 11=568(LC 16) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 10-11=-221/424 WEBS 3-10=-440/360, 4-8=-358/246, 5-7=-461/489, 2-11=-430/525 NOTES- 1) Unbalanced roof live toads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0:18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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 379 lb uplift at joint 10, 197 lb uplift at joint 8, 353 lb uplift at joint 7 and 451 lb uplift at joint 11. 8) Non Standard bearing condition. Review required. 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. Ia `,,`�Itlllllf//�',I %,,-.0pOp,S ....... S • 9 ♦i No 39380 Ir 41 Thomas A. Alban) PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall p I� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ty'�T®k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply DIAMOND SANDS T15915267 J37133-J37133A C19G Hip Girder 1 1 �J37133_1_otB Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s NOV 10 ZU 10 Nn I eK meuemes, mu. rvron uec o r 1 o.4— r — 10 raye ID:lozl gTZB916U17099?r7Y5y4jC1-iaA4Zu762d6_PiXRoR6u6F?HAZvkSe2Dm RoXkzy3ODq 2 4-0 7-0-0 11-10-0 16-8-0 21-4-0 23 8-0 2-4-0 4-8-0 4-10-0 4- N 4-8-0 2-4-0 4x8 = NAILED NAILED Special NAILED NAILED 1x4 II NAILED 48 = __ 3 19 20 4 21 22 5 3x4 = 3x6 II 3x8 = N-L— 5x8 = .­ 3x8 = Special NAILED NAILED Special 3x6 II Scale = 1:39.9 1-10-0 -4 1-10-0 7-U-0 4-8-0 11-1u-U 4-10-0 -io-a-U 4-10-0 z1-v-u - 4-8-0 -6- 1-10-0 Plate Offsets (X Y)— [2'0-1-12 0-2-0] [3'0-5-4 0-2-0] [5'0-5-4 0-2-0] [6:0-1-12 0-2-0] [9:0-3-8 0-1-8] [10:0-4-0 0-3-0],[11:0-3-8 0-1-81 LOADING (psD SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.14 10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.14 9-10 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.67 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight: 122 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-12,6-8: 2x8 SP DSS REACTIONS. (lb/size) 12=1519/1-0-0, 8=1447/1-0-0 Max Horz 12=-189(LC 6) Max Uplift 12=-1445(LC 8), 8=1276(LC 8) Max Grav 12=1967(LC 39). 8=1988(LC 38) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2425/1643, 3-4=-2820/1986, 4-5=2820/1986, 5-6=2436/1649 BOT CHORD 11-12=-219/267, 10-11=-1368/2239, 9-10=-1303/2176 WEBS 2-12=-1848/1405, 2-11 =-1 473/2202, 3-10=-568/905, 4-10=-657/683, 5-10=-570/867, 6-9=-1449/2258, 6-8=-1854/1309 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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 1445 lb uplift at joint 12 and 1276 lb uplift at joint 8. 8) "NAILED" indicates 3-10d (0.148"xY) or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 447 lb down and 378 lb up at 16-8-0 on top chord, and 417 lb down and 385 lb up at 7-0-0, and 417 lb down and 385 lb up at 16-7-4 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,'3-5=70, 5-7=70, 13-16=-20 i No 39380 • r do i • A_ Thomas A. Alban] PE No.39380 M[Tek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 Dontinued on bacie 2 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building, component, not a truss system. Before use, the building. designer must verily the applicability of design parameters and properly incorporate this design Into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV IiTek• 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 ANSI1TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 8 DIAMOND SANDS T15915267 J37133-J37133A C19G Hip Girder 1 1 �J37133-1-ot Job Reference (optional) East Coast Truss, Ft. Pierce, FL34945 6.22C)srvov ion 10wII1-11W11LI11,FIC. ,.,ail y.. ID:lozl gTZB916U17099?r7Y5y4jC1-iaA4Zu762d6_PiXRoR6u6F?HAZvkSe2DmRoXkzy3ODq LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-63(13) 5=78(B) 11=264(B) 9=264(13) 19=-63(B) 20=-63(B) 21=-63(B) 22=63(13) 23=-17(B) 24=-17(B) 25=17(8) 26=17(B) ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicabilfly 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 Well( 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 ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Cty Ply DIAMOND SANDS T15915268 J37133-J37133A C20 Half Hip 1 1 �J37133_1_ot8 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s NOV 1ti 20i 8 MI t ex industries, Inc. Mon Dec 31 16:43;22 2018 rage 1 ID:loz1 gTZB916U17099?r7Y5y4jC 1-AnkSm D8kpxErl s6eM9d7fSXZHzFtB5FM?5Y4GOy3ODp 6-0-12 11-10-0 14-8-6 6-0-12 5-941 2-10-5 3x4 5x5 = 2x4 11 Scale = 1:39.2 74x4 = 3x4 = 5 5x5 = Plate Offsets (X Y)-- [3:0-2-8 0-2-6] [5:0-2-8 0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdef1 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.11 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.18 5-6 >957 180 BCLL 10.0 Rep Stress Incr YES WB 0.68 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 92 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=648/Mechanical, 7=648/Mechanical Max Horz 7=445(LC 8) Max Uplift 5=-495(LC 8), 7=266(LC 8) Max Grav 5=856(LC 13), 7=817(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-369/242, 2-3=920/402, 1-7=-343/258 BOT CHORD 6-7=-616/937, 5-6=205/304 WEBS 2-6=-417/477, 3-6=-421/843, 3-5=-738/531, 2-7=-674/84 NOTES- 1) Unbalanced roof IlVe loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 495 lb uplift at joint 5 and 266 lb uplift at joint 7. 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. ``�►1111111���,, A ♦♦� `Z'� • "CAE N 8 • Al .0 No 39380 Ir 441 r i O N A' �"%��. Thomas A. Alban) PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek0 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 M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and b acing of trusses and truss systems, see ANSITPIi Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Pate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply DIAMOND SANDS T15915269 J37133-J37133A C21 Half Hip 1 1 �J37133_1_otI3 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 31 16:43:22 2018 Page 1 ID:lozl gTZB916U170997r7Y5y4jC1-AnkSmDBkpxErl s6eM9d7fSXTdzC IB9UM75Y4GQy3ODp 5-0-12 9-10-0 14-8-6 5-0-12 4-9-4 4-10-5 3x4 4x4 = 3x4 = Scale = 1:33.5 7 3x8 = 3x8 = 3x8 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 TCDL 15.0 Lumber DOL 1.25 BC 0.74 BCLL 10.0 Rep Stress Incr YES WB 0.40 BCDL 10.0 Code FBC2017/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=648/Mechanical, 7=648/Mechanical Max Horz 7=369(LC 8) , Max Uplift 5=-464(LC 8), 7=298(LC 8) Max Grav 5=786(LC 13), 7=806(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-435/139, 2-3=629/243, 3-4=-532/286, 4-5=-757/467, 1-7=-342/191 BOT CHORD 6-7=-638/860 WEBS 2-6=-387/411, 4-6=-429/817, 2-7=-532/293 14-8-6 DEFL. in (loc) I/deft Ud Vert(LL) -0.21 6-7 >840 240 Vert(CT) -0.42 6-7 >415 180 Horz(CT) -0.01 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 89 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 464 lb uplift at joint 5 and 298 lb uplift at joint 7. 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. 14" �.` .• G E N,9 .'92 •� No 3.9380 •Xz i dO •� d'S+�� N A� Thomas A. Albanl PE No:39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. �- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual 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 ANSVTPI1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. safely Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type city Ply Lot 8 DIAMOND SANDS T15915270 J37133-J37133A C22 Half Hip 1 �137133 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 31 16.43.23 2018 Page 1 ID:loz1 gTZB916U17099?r7Y5y4jC1-fzlq_Z9MaEMieOhgvs8MBg4hkNclwT2WEIHdpsy3ODo 2-2-0 9-8-0 16-" 2-2-0 7-6-0 6-10-6 4x8 M18SHS = 3x4 11 3x4 = 7 2x4 11 4x4 = 5x5 = Scale=1:31.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.06 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.12 6-7 >999 .180 M18SHS 244/190 BCLL 10.0 Rep Stress Incr YES WB 0.96 Horz(CT) -0.01 5 n/a rile BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 88 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 2-7: 2x6 SP No.2 REACTIONS. (lb/size) 7=85010-8-0, 5=625/Mechanical Max Horz 7=368(LC 8) Max Uplift 7=-578(LC 8), 5=-418(LC 8) Max Grav 7=953(LC 13), 5=732(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-821/316 BOT CHORD 1-7=-48/269, 6-7=-355/374, 5-6=-397/702 WEBS 2-7=-813/664, 2-6=-145/499, 3-6=0/261, 3-5=-804/454 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 578 lb uplift at joint 7 and 418 lb uplift at joint 5. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,1ri1111111111/�' ��.� Pg A. q /// No 39380�• � * r r'0: ;lam r • ♦ ♦ r O N A, E�%%. Thomas A. Alban[ PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke. East Blvd. Tampa FL 33610 Date: January 1,2019 ® wARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and Is for an intlividual 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 let 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 ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply DIAMOND SANDS T15915271 J37133-J37133A C23 Common 3 1 �J37133_1_otB Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 S NOV 16 20i 8 Ni I eK industries, inc. Non Dec 31 I6:4324 zu 18 raye i ID:lozl gTZB916U17099?r7Y5y4jC1-79sCBv9_LYUZGAGOTafbktdrZmz2r7OfSP 1 BLly30Dn 2.2_Q i 9-6-0 16-6-6 22 2-0 7-4-0 7-0-6 4x6 = 3x4 = 7 4x8 = 3x4 II 2x4 11 9-6-0 Scale = 1:30.0 b10.0 -4- 7-4-0 7-0-6 Plate Offsets (X Y)— 14:0-3-0 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.05 6-7 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.10 6-7 >999 180 M18SHS 244/190 BCLL 10.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -AS Weight: 82 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 2-7: 2x6 SP No.2 REACTIONS. (lb/size) 5=625/Mechanical, 7=85010-8-0 Max Horz 7=-220(LC 6) Max Uplift 5=-362(LC 8), 7=633(1_C 8) Max Grav 5=708(LC 14), 7=913(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-782/423, 3-4=-786/424, 4-5=-596/396 BOT CHORD 1-7=-61/252, 6-7=-221/457, 5-6=-152/272 WEBS 2-7=-779f704, 2-6=-158/625, 4-6=-85/567 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 362 lb uplift at joint 5 and 633 lb uplift at joint 7. 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. ,��1111111►//I'I ONS A q4 6,��ii No 39380 :lzz F :4J Thomas A. Albans PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 1010312015 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 my building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOWis 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?PH Quality Criteria, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply J37133_Lot 8 DIAMOND SANDS T15915272 J37133-J37133A C24 Common 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov io 20i8 Mi i ek inaubirieb, urc. mun ueu o i iu.tia zu 1u rage , ID:lozl gTZB916U17099?r7Y5y4jC1-bMQbOFAc5sdQuKrD1 HBgG590JAIHOZdoh3mktly3ODm 2-2-0 9.6-0 16-6-6 2-2-0 7-4-0 7-0-6 4x6 = 3x4 = 7 4x8 = 3x4 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 10.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017lfP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-7: 2x6 SP No.2 REACTIONS. (lb/size) 5=625/Mechanical, 7=850/0-8-0 Max Horz 7=-220(LC 6) Max Uplift 5=-362(LC 8), 7=633(LC 8) Max Grant 5=708(LC 14), 7=913(LC 16) Scale = 1:30.0 3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.70 Vert(LL) -0.05 6-7 >999 240 MT20 244/190 BC 0.40 Vert(CT) -0.10 6-7 >999 180 M18SHS 244/190 WB 0.19 Horz(CT) 0.01 5 n/a n/a Matrix -AS Weight: 82 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-782/423, 34=-786/424, 4-5=-596/396 BOT CHORD 1-7=-61/252, 6-7=-221/457, 5-6=-152/272 WEBS 2-7=-779/704, 2-6=-158/625, 4-6=-85/567 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 362 lb uplift at joint 5 and 633 lb uplift at joint 7. 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. �`QMPS AJ# No 39380 X pQ : F : �4t/� ,eel., � N A� �?�%% nt Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; January 1,2019 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mi rek® 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 ANS17TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply J37133_Lot 8 DIAMOND SANDS T15915273 J37133-J37133A C25 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 10 Zo 10 rvu 1 en nwuauies, a- ,v,ui 1 vow w. age ID:IozlgTZB916U170997r7Y5y4jC1-3Y zcbBEs9IHVTQPb7i3pliCoadg7uWywjWHPBy3ODl 2.2.0 9-0-0 10-0-0 16-M 2-2-0 6-10.0 1-0-0 6.8-6 5x5 = 5x8 3x4 = 8 4x8 = 4x4 = 2x4 II Scale = 1:28.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.05 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.10 6-7 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -AS Weight: 88 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 2-8: 2x6 SP No.2 REACTIONS. (lb/size) 8=850/0-8-0, 6=625/Mechanical Max Horz 8=-207(LC 6) Max Uplift 8=-633(LC 8), 6=362(LC 8) Max Grav 8=913(LC 16), 6=712(LC 14) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-783/424, 3-4=636/481, 4-5=-384/304, 5-6=-391/323 BOT CHORD 7-8=-177/388, 6-7=-245/636 WEBS 2-8=-776/693, 2-7=-182/597, 3-7=-255/317, 4-7=-230/404, 4-6=583/135 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding, 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 633 lb uplift at joint 8 and 362 lb uplift at joint 6. 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. %% 0. ;p,S V . DENS No 39380 • ��•� �� i�0•• •4� Inl Thomas A. Albanl PE No.39380 M1Tek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ® WARNING - Vcrily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE All)-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not e truss system. Before use, the building designer must verify the applicability of design parameters and prop edy incorporate this design into the overall MOW building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V IiTek• 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 ANSVTP/i Duality Criteria, DSB-89and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply DIAMOND SANDST15915274 J37133-J37133A C26G Hip Girder 1 1b [7133_Lot8 Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 e.220 s NOV 16 zui a MI i eK Industries, Inc. Iuion Dec e I I o:43:21 wI o rage i ID:IozlgTZB916U17099?r7Y5y4jC1-XkYLpxCtdTt77d b8iDIMWFQO_OAsRF58NFrydy3ODk 2-2-0 7-OA 12-0-0 16-10-0 19-0-0 2-2-0 4-10-0 5-0-0 4-10-0 2-2-0 Scale: 318"=l' 4x8 = Special NAILED NAILED NAILED 4x4 — 3 17 18 4 10 4x4 = NAILED NAILED 4x8 = / 3x4 = 3x4 = 4x4 II 4x4 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 10.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-10,5-7: 2x8 SP DSS REACTIONS. (lb/size) 10=917/0-8-0, 7=923/0-8-0 Max Horz 10=-189(LC 6) Max Uplift 10=-700(LC 8), 7=559(1_C 8) Max Grav 10=981(LC 32), 7=987(LC 31) Special Special CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TC 0.43 Vert(LL) 0.03 8-9 >999 240 MT20 244/190 BC 0.31 Vert(CT) -0.04 8-9 >999 180 WB 0.31 Horz(CT) 0.01 7 n/a n/a Matrix -MS Weight: 96 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly/applied or 5-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 8-9. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-922/537, 34=805/578, 4-5=-927/568 BOT CHORD 9-10=-190/263, 8-9=-324/873 WEBS 2-10=-868/695, 2-9=-428/817, 5-8=-425/833, 5-7=-863/622 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 10.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 700 lb uplift at joint 10 and 559 lb uplift at joint 7. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"4.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 242 lb up at 12-0-0 on top chord, and 48 lb down and 62 lb up at 7-0-0, and 48 lb down and 62 lb up at 11-11-4 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, 4-6=70, 11-14=-20 Concentrated Loads (lb) Vert: 4=-22(F) 9=-48(F) 8=-48(F) 19=6(F) 20=-6(F) ♦`♦♦O�PS No 39380 , wo� �l� • ,♦ C? Thomas A. Alban[ PE No.39380 MITek USA, Inc. FL Bert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 AwARN1NG - Verity design Paran,crcrs and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11-7473 rev. 1010312015 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 ANSYTP11 Quality Criteria, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 8 DIAMOND SANDS T15915275 J37133-J37133A D01 Half Hip 1 1 �J37133­1_ot Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 18 2016 MI I eK Inclustfles, Inc. Mon Dee 31 i6:43:28 20i8 rage i I D:loz1 gTZB916U17099?r7Y5y4jC1-?x5j 1 HDVOn7_InZniPkXujnYgOFnbjgFN 1?OU3y3ODj 2-2-0 18- B-11-0 15-8-0 8-5 2-2-0 6-9-0 6-9-0 3-0-5 5x5 = 2x4 11 Scale = 1:44.6 8 3x8 = 3x4 = o 3x4 = 5x5 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 10.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017f rPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-8: 2x6 SP No.2 REACTIONS. (lb/size) 8=945/0-8-0, 6=724/Mechanical Max Horz 8=596(LC 8) Max Uplift 8=-558(LC 8), 6=-552(LC 8) Max Grav B=1098(LC 13), 6=976(LC 13) CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.62 Vert(LL) -0.21 6-7 >930 240 MT20 244/190 BC 0.73 Vert(CT) -0.33 6-7 >593 180 WB 1.00 Horz(CT) -0.02 6 n/a rile Matrix -AS Weight: 112 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-315/173, 34=1058/441 BOT CHORD 7-8=-674/1065, 6-7=-218/326 WEBS 2-8=-463/489, 3-8=-875/225, 3-7=-470/523, 4-7=-472/979, 4-6=-840/605 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 IO.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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 558 lb uplift at joint 8 and 552 lb uplift at joint 6. 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. ,`���IIIIIII�I'I No 39380 r ♦SOT• i�ss,� N AL �` ..�`• Thomas A. Alban[ PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual 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 ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oly Ply DIAMOND SANDS T15915276 J37133-J37133A D02 Half Hip 1 1 �1371331-ot8 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov to zu la wll I eK 41UU541—, Inc. IVIVIII uau � 1 lu.4.<aga ID:lozl gTZB916U170997r7Y5y4jC 1-T7f5EdD7947rMx8_G7FmRxKneni4KFAOchkyOWy3ODi 2-2-0 7-11-0 13-8-0 18-8-5 2-2-0 5-9-0 5-9-0 5-0-5 4x8 = 2x4 11 Scale = 1:41.2 9 3x4 = 3x4 = 3x4 = 2x4 II 4x4 = 7 6 1-10-0 0-0- 5-9-0 5-9-0 5-0-5 Plate Offsets (X Y)-- [4:0-5-4 0-2-0) LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. TC 0.36 DEFL. in Vert(LL) -0.02 (loc) Udefl L/d 8-9 >999 240 PLATES GRIP MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.04 8-9 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.66 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 112 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 2-9: 2x6 SP No.2 REACTIONS. (lb/size) 6=143/5-6-5, 9=709/078-0, 7=818/5-6-5 Max Horz 9=520(LC 8) Max Uplift 6=-188(LC 4), 9=-448(LC 8), 7=-489(LC 8) Max Grav 6=146(LC 14), 9=776(LC 13), 7=1066(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-614/140 BOT CHORD 8-9=-375/268, 7-B=-443/588 WEBS 2-9=-658/462, 2-8=-69/440, 3-7=-726/456, 4-7=-474/314 NOTES- 1) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpj=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 188 lb uplift at joint 6, 448 lb uplift at joint 9 and 489 lb uplift at joint 7. 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. %` 0 ........ .``.�`Z' •' GE N S • q2 �• No 39380 -0 F : 4J i,4f��`p,0 Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mil-7473 rev. 1010312015 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 ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jdb Truss Truss Type Qty Ply Lot 8 DIAMOND SANDS T15973464 337133.137133A D03 Half Hip 1 1 Job Reference (optional) East Coast Truss, I Ft Pierce, FL 34946 U.zzU S NOV 16 zUIU Mi 1 eK Inaustnes, Inc. 1Ne0 Jan 9 UCzU:43 zU19 Pagel ID:IozlgTZB916U17099?r7Y5y4jC1-Ke5nglt00unf Sh616iFww4G97VaD9igMrveRzx9Pg 2-2 0 6-11-0 11-8-0 13 fi-0 18-" 2-2-0 4-9-0 4-9-0 1-1110 5-25 5x5 = 2X4 II 3x4 = 5x5 1-11) 0 2r2-Q 7-10.0 13b41 188-5 1.1�r1earl 5R11 sA-n 5 S 3x4 = T Scale = 1:35.5 Plate Offsets (X,Y)— [4:0-2-8,0-2-6],[9:0-2-4,0-3-0] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.03 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.07 9-10 >999 180 BCLL 10.0 Rep Stress incr YES WB 0.39 Horz(CT) -0.00 9 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -AS Weight: 118 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-11,5-9: 2x6 SP No.2 REACTIONS. (lb/size) 11=622/0-8-0, 9=1047/0-8-0 Max Horz 11=444(LC 8) Max Uplift 11=398(LC 8), 9=979(LC 5) Max Grav 11=717(LC 16), 9=1241(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=459/167�5.6=270/230 BOT CHORD 10-11=335/48b WEBS 2-11=321/337, 3-11=530/88, 3-10=-334/376, 4-10=334/666, 4-9=624/401, 8-9=592/676, 5-8=329/304, 6-8=348/409 NOTES- / 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (]t=lb) 11=398, 9=979. 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. January 9,2019 ®WARNING. Verify design parameters and READ NOTES ON TN/S AND INCLUDED MITEK REFERENCE PAGE Mg-7473 rev. 10/07/2015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 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 ANSVTPIi Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety inthrmadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty, Ply DIAMOND SANDS T75973465 J37133J37133A D04 Halt Hip 1 1 �IJW8 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Jan 9 07:26.44 2019 Page 1 ID:IozlgTZB916U17099?r7Y5y4jC1-ogf9t5uenBQeG81tgldxn8TBNZTyJf6rNObSAt WPf 2-2-0 9-M 13-6.0 18-8-5 2-20 ' 75-0 3-10-0 5-2-5 5x5 = 2x4 II 3x4 = 2x4 11 5x5 = 4xB = 1-10-0 2r2-0 7-IG-0 13-" 18-85 1-10A 5-8-0 5An 5-9 5 3x4 = Scale=1:33.9 9 4 Ia Plate Offsets (x,Y)— [3:0-2-8,0-2-61, [8:0-2-4,0.3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.03 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.06 8-9 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.47 Horz(CT) -0.01 8 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 107 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* 2-10,4-8: 2x6 SP No.2 REACTIONS. (lb/size) 10=622/0.8.0, 8=1047/0-8-0 Max Horz 10=368(LC 8) Max Uplift 10=-431(LC 8), 8=988(LC 5) Max Grav 10=718(LC 16), 8=1202(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-424/46, 3-4=287/248, 4-5=336/290 BOT CHORD 9-10=385/336 WEBS 2-10=-659/504, 2-9=98/367, 3-9=0/256, 3-8=-716/444, 7-8=596/687, 4-7=318/321, 5-7=405/469 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; 8=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.0psf 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 = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 10=431, 8=988. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. January 9,2019 ,&WARNING - Vedfy design pammalms and READ NOTES ON TN1S AND INCLUDED MITEK REFERENCE PAGE MD-7473 rev, 10/032015 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web andfor 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 ANSV7R11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply DIAMOND SANDS T15915279 J37133-J37133A D05G Half Hip Girder 1 1 �J37133_1_ot8 Job Reference o tional East Coast Truss, Ft, Pierce, FL 34946 8.220 s Nov 18 2018 Mt I etc Industries, Inc. Mon Dec 31 6.43:32 20 10 rage ID:lozl gTZB916U I7099?r7Y5y4jC1-uiLEseG?S?VQEOtZxFpT3ZyF5?FlXhTglfzcdry3ODf 2-2-0 4-0-9 7-8-0 10-8-5 1 -2-1 14-9-14 18-81 2-2-0 1-10-9 3-7-7 3-0-5 -6-1 3-6-15 3-10-7 Scale = 1:34.1 I NAILED 4x8 = NAILED NAILED 3x4 = NAILED 2x4 I NAILED 3 18 4 19 6 20 NAILED 3x6 = 21 6 3x4 = 4x4 II 4x8 = ���""' 1x4 II 3x6 NAILED NAILED Special NAILED LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.12 7-8 >497 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) 0.09 7-8 >651 180 BCLL 10.0 Rep Stress Incr NO WB 0.37 Horz(CT) -0.02 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 124 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 6-7: 2x6 SP No.2, 5-8,2-14: 2x8 SP DSS REACTIONS. (Ib/size) 7=140/0-2-5, 8=1575/0-8-0, 14=866/0-8-0 Max Horz 14=292(LC 8) Max Uplift 7=-175(LC 4), 8=1326(LC 8), 14=-694(LC 8) Max Grav 7=179(LC 30), 8=2056(LC 29), 14=994(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-945/527, 34=787/524, 4-5=-196/296, 5-6=-164/270 BOT CHORD 7-8=-323/230, 10-11=-531/797 WEBS 2-13=-407/743, 7-10=-292/398, 8-1 0=-1 813/1335, 5-10=-558/541, 4-11=-257/605, 11-13=-602/905, 2-14=-864/708, 6-10=-363/237, 4-10=-1454/967 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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 at joint(s) 7. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 175 lb uplift at joint 7, 1326 lb uplift at joint 8 and 694 lb uplift at joint 14. 9) "NAILED" indicates 3-1Od (0.148"xY) or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 255 lb down and 216 lb up at 7-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert:-1-3=70, 3-6=70, 12-15=-20, 7-9=-20, 10-11=-20 ,,`11►111111111"1,' No 39380 � r ' ` X z • : 441 ► %%%�, 11111 Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 -ontinued on oaae 2 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 ANSIITP11 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J37133_Lot 8 DIAMOND SANDS T15915279 J37133-J37133A D05G Half Hip Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 O.ZZU S NOV 10 ZUIO MI I eK InaU511­1e5, Inc. Mon uec o I io:9S.oz Gu io reye c ID:lozl gTZB9l6Ul7099?r7Y5y4jC1-uiLEseG?S?VQEOtZxFpT3ZyF5?FlXhTglfzcdry3ODf LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-88(B) 12=28(13) 4=88(13) 9=28(13) 18=-88(13) 19=-88(B) 20=-88(B) 21=33(B) 22=215(13) 23=-28(B) 24=-28(13) 25=175(13) ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek0 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 prop edy 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* I s 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, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply 8 DIAMOND SANDS T15915280 J37133-J37133A D06 Half Hip 1 1 �J37133_1_ot Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s NOV 16 20io Mi i ex industries, inc. Mon uec o i ib,—,00 cu io rage 1 ID:IozlgTZB916U17099?r7Y5y4jC1-Muvc4_GeDJdHrYSIVzKibnUOIOyyG_3 XJi99Hy3ODe 2-2-0 6-0-4 13-10-8 18-8-5 2-2-6 5-10-4 5-10-4 4-9-13 5x5 = 2x4 11 Scale = 1:39.8 ...... — axy — 3x4 = 5x5 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.20 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.31 6-7 >632 180 BCLL 10.0 Rep Stress Incr YES WB 0.99 Horz(CT) -0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 107 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 2-8: 2x6 SP No.2 REACTIONS. (lb/size) 8=945/0-8-0, 6=724/Mechanical Max Horz 8=528(LC 8) Max Uplift 8=-587(LC 8), 6=523(LC 8) Max Grav 8=1098(LC 13), 6=931(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-252/134, 3-4=998/402 BOT CHORD 7-8=-677/1055, 6-7=-318/500 WEBS 2-8=-396/429, 3-8=-948/356, 3-7=-363/421, 4-7=-276/746, 4-6=-812/542 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 587 lb uplift at joint 8 and 523 lb uplift at joint 6. 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. %%� Opp i No 39380 41 • ess,O N Al-E�C� % Thomas A. Alban) PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall 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 SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply DIAMOND SANDS T15915281 J37133-J37133A D07 Half Hip 1 1 �J37133_1_08 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 wio Mi i etc industries, Inc. wwn Dec d 1 1A . age ID:IozlgTZB916U17099?r7Y5y4jC1-q5T HKHG_dIBTilx3grx8_1ZMolc?Zu7lzSjhjy3ODd 2-2-0 6-11-0 11-8-0 18-8-5 2-2-0 1 4-9-0 4-9-0 7-0-5 4x8 = 3x4 11 3x4 = 8 3x6 = 3x4 = 5x5 0 Scale = 1:35.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.15 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.32 7-8 >623 180 BCLL 10.0 Rep Stress Incr YES WB 0.50 Horz(CT) -0.02 6 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 104 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-6 2-8: 2x6 SP No.2 REACTIONS. (lb/size) 8=945/0-8-0, 6=724/Mechanical Max Horz 8=444(LC 8) Max Uplift 8=-617(LC 8), 6=-493(LC 8) Max Grav 8=1077(LC 13), 6=859(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-283/70, 34=833/358 BOT CHORD 7-8=-658/960, 6-7=407/740 WEBS 2-8=-292/385, 3-8=-828/515, 3-7=-277/301, 4-7=-47/461, 4-6=-905/49' NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 617 lb uplift at joint 8 and 493 lb uplift at joint 6. 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. ,tt\11111111//I ONS %%.�•0 �.�G•E IVgF.;9,����� i No 39380 ��• * :X .6 N A� Thomas A. Alban) PE No.39380 MITek USA, Inc. FL.Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ® WARNING - Veriry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with WWI) 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 �► Ay building design. Bracing Indicated Is to prevent buckling of Individual truss web andlor 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 ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 8 DIAMOND SANDS T15915282 J37133-J37133A D08 Common 2 1 �131133_Lot Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MITek Industries, Inc. Mon Dec 31 16:43:34 2018 Page 1 ID:IozlgTZB916U17099?r7Y5y4jC1-q5T HKHG_dl8Tilx3grx8_1bxoKG?ap7lzSjhjy3ODd 2-2-0 6-4-0 10-6-0 14 5-7 18-8-5 2-2-0 4-2-0 4-2-0 3-11-7 4-2-15 4x4 = 9 3x6 = 3x8 = 5x5 = 3x4 = Scale = 1:33.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.08 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.16 7-8 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 98 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 2-9: 2x6 SP No.2 REACTIONS. (Ib/size) 9=945/0-8-0, 7=724/Mechanical Max Horz 9=-249(LC 6) Max Uplift 9=-689(LC 8), 7=421(LC 8) Max Grav 9=1016(LC 16), 7=825(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-833/514, 4-5=831/518, 5-6=-251/122 BOT CHORD 8-9=-407/946, 7-8=417/761 WEBS 2-9=-268/334, 3-9=-908/645, 4-8=-160/398, 5-7=-761/491 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 689 lb uplift at joint 9 and 421 lb uplift at joint 7. 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. �.'<••�. F ,i..0 No 39380 :IZ Ss��NA1-.•�`• �nnnl Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 WARNING - Verify design pararnerers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek0 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 r�� Ar building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYI iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 8 DIAMOND SANDS T15915283 J37133-J37133A D09 Roof Special 2 1 �137133�__Lot Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov Ili 20i8 MI Tek industries, Inc. Mon Der 31 I6:43.35 20I8 rage 1 ID:lozl gTZB916U17099?r7Y5y4jC1-IHOMVglulwt?5sc8cOMAgCanlChek?IH_dBGE9y3ODc 2-2-0 4-2-0 10-6-0 16.6-0 18-8-5 2-2-0 2-0-0 6-4-0 6-0-0 2-2-5 46 = 153x6= 3x4 = 2x4 II 2x4 II 5x5 = Scale = 1:35.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.05 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.10 11-12 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.05 7 rile n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 102 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 3-14,5-8: 2x4 SP No.3 10-0-0 oc bracing: 12-14, 8-10 WEBS 2x4 SP No.3 *Except* 2-15: 2x6 SP No.2 REACTIONS. (lb/size) 7=734/Mechanical, 15=954/0-8-0 Max Horz 15=-249(LC 6) Max Uplift 7=-415(LC 8), 15=684(LC 8) Max Grav 7=842(LC 14). 15=1033(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1262/496, 3-4=-998/558, 4-5=1024/558, 5-6=-1109/552, 6-7=-777/368 BOT CHORD 3-12=-217/279, 11-12=-584/1535, 10-11=-638/1239, 5-10=-230/269 WEBS 3-11=-635/325, 4-11=-33/370, 5-11=533/344, 6-10=-536/1062, 2-15=-934/496, 12-15=-274/230, 2-12=-578/1252 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 415 lb uplift at joint 7 and 684 lb uplift at joint 15. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. *%%, .0 ft No 39380 -t7 : • Li i :�,O�s• • oR,OP�\=� Thomas A. Alban) PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE Mll-7473 rev. 101032015 BEFORE USE. Design valid for use only with Mi rek® 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 1 q !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 ANS1/lP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply MOND SANDS T15915284 J37133-J37133A D10 Roof Special 1 �J37133_1_ot8l)ll 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8z20 s Nov to 2018 wlii ek uruusuros, mu. Mon Lieu 3 i iv:4�:Uv 41age ID:lozl gTZB916U17099?r7Y5y4jC1-mTaliOJW WE?siOBKA5tPDP6y?cl UTRgODHxpmcy3ODb 2-2-0 4-2-0 10-6-0 16-6-0 19-2-0 2-2-0 2-0-0 6-4-0 6-0-0 2-8-0 - — 3x4 = 2x4 11 10-6-0 4x6 = LX4 II 5x5 = Scale = 1:35.5 — TO T LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.06 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.12 10-11 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 104 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 3-14,5-8: 2x4 SP No.3 10-0-0 oc bracing: 12-14, 8-10 WEBS 2x4 SP No.3 *Except` 2-15: 2x6 SP No.2 REACTIONS. (lb/size) 7=755/0-8-0, 15=976/0-8-0 Max Horz 15=-255(LC 6) Max Uplift 7=-427(LC 8), 15=697(LC 8) Max Grav 7=873(LC 14), 15=1056(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1296/506, 3-4=-1049/584, 4-5=1070/584, 5-6=-1398/692, 6-7=-802/394 BOTCHORD 3-12=-224/288, 11-12=-575/1571, 10-11=-750/1493 WEBS 3-11=-624/319, 4-11=-53/407, 5-11=748/452, 6-10=-608/1235, 2-15=-956/502, 12-15=-280/247,2-12=-587/1283 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 427 lb uplift at joint 7 and 697 lb uplift at joint 15. 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. , 1111/ICI ♦♦�,O�PS A No 39380 : 41 44/ tit 1111111111111110% Thomas A. Alban) PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL 33610 Date: January 1,2019 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED A11TEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTeklD 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 7 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 SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J37133_Lot 8 DIAMOND SANDS T15915285 J37133-J37133A D11 Roof Special 4 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov i6 20i8 iviii ex maubuieb, mu. rviun ueu o i io.Yo.or cu, u rage i ID:loz1 gTZB916U17099?r7Y5y4jC1-Ef87wMK8HY7jKAIWko0eldf7o0N6CvFZSxgN12y3ODa 2-2-0 42-0 10-6-0 16-6-0 18-10-0 21-0-0 2-2-0 2-0.0 6-4-0 6-0-0 2-4-0 2-2-0 Scale = 1:36.4 4x6 = 3 2 3x4 = x4 I 2x4 3x6 = Id lit LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.05 12-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.10 12-13 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -AS Weight: 110 lb FT = 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. Except: 3-15,5-9: 2x4 SP No.3 10-0-0 oc bracing: 13-15, 9-11 WEBS 2x4 SP No.3 "Except* 6-8,2-16: 2x6 SP No.2 REACTIONS. (lb/size) 8=955/0-8-0, 16=955/0-8-0 Max Horz 16=-282(LC 6) Max Uplift 8=-541(LC 8), 16=687(LC 8) Max Grav 8=1039(LC 15). 16=1039(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1277/450, 3-4=-999/549, 4-5=1031/549, 5-6=-1161/540 BOT CHORD 3-13=-216/303, 12-13=-448/1574, 11-12=-531/1254, 5-11=-216/254 WEBS 4-12=-26/376, 5-12=-567/338, 3-12=-643/313, 6-8=-869/433, 6-11=-520/1159, 2-16=-944/466, 13-16=-297/314, 2-13=-535/1267 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 541 lb uplift at joint 8 and 687 lb uplift at joint 16. 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. ,,1111111111//�I A. No 39380 Ak Thomas A. Alban[ PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING - Verify design Parameters and READ NO rES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 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 A 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 ANSI17PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply DIAMOND SANDS T15915286 J37133-J37133A D12 Hip 1 1 �1311311-otB Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 u.220 s NOV ie 20i8 MI t etc Industries, inc. Mon Doc c 116:43:38 cu io reya i ID:Ioz1 gTZB916U17099?r7Y5y4jC1-jsiV7iKm2rFayJKilWvtlgCGZPhCxG8jgbQwgUy3ODZ 2-2-0 9-0-0 12-0-0 18-10-0 21-0-0 2-2-0 6-10-0 3-0 0 6-10-0 2-2-0 5x5 = 5x5 = 3x4 = 3x6 = Scale = 1:35.4 Id. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.07 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.16 9-10 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 105 lb FT = 0% 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 *Except* 2-10,5-7: 2x6 SP No.2 REACTIONS. (lb/size) 10=945/0-8-0, 7=945/0-8-0 Max Horz 10=242(LC 7) Max Uplift 10=-693(LC 8), 7=547(LC 8) Max Grav 10=1022(LC 16), 7=1022(LC 15) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-436/238, 3-4=817/566, 4-5=-436/343 BOT CHORD 1-10=-33/254, 9-10=-237/886, 7-9=-244/796, 6-7=-68/254 WEBS 2-10=-560/606, 3-10=-781/325, 3-9=-87/297, 4-9=-86/296, 4-7=-780/283, 5-7=-560/584 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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 693 lb uplift at joint 10 and 547 lb uplift at joint 7. 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. ,��►It11111����, ♦♦O�PS No 39380 i S�0 N A`I- %%` �♦ 11rinlu0 Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 A WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with M7ek® 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 �����•YYY building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qly Ply — Lot 8 DIAMOND SANDST15915287 J37133-J37133A D13G Hip Girder 1 1Job �J37133 Refrence (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2015 rvu r en o iuuaa ma, 111C. ivion uac , age , ID:lozl gTZB916U17099?r7Y5y4jC 1-fEgFYNM 1 ZTWH BdU5PxyLNFHbQDQ3PFnO8vvl vNy30DX 2-2-0 7-0-0 10-6-0 14-0-0 18-10-0 21-0-0 2-2.0 4-10-0 3-6-0 3-6.0 4-10-0 Scale = 1:35.4 4xe = NAILED Special NAILED NAILED 1x4 II NAILED 4x8 = 3 20 4 21 5 10 13 NAILED 3x4 = o 3x4 = 3x4 = 3x6 II 5x5 = 3x8 = 5x5 = 3x6 II Special NAILED NAILED Special LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.09 11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.10 9-11 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.61 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2017fTPI2014 Matrix -MS Weight: 111 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing. WEBS 2x4 SP No.3 *Except* 2-13,6-8: 2x8 SP DSS REACTIONS. (lb/size) 13=1352/0-8-0, 8=1293/0-8-0 Max Horz 13=-189(LC 6) Max Uplift 13=-1314(LC 8), 8=-1157(LC 8) Max Grav 13=1764(LC 39). 8=1782(LC 38) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2186/1520, 3-4=-2288/1684, 4-5=2288/1684, 5-6=-2193/1522 BOT CHORD 12-13=-219/300, 11-12=-1241/2022, 9-1 1=-1 185/1964 WEBS 2-13=-1638/1295, 2-12=-1307/1931, 3-11=-378/582, 4-11=-491/517, 5-11=-380/545, 6-9=-1293/1984, 6-8=-1640/1205 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 jive load of 10.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 1314 lb uplift at joint 13 and 1157 lb uplift at joint B. 8) "NAILED" indicates 3-10d (0.148"xY) or 3-12d (0.148"x3.25) toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 447 lb down and 378 lb up at 14-0-0 on top chord, and 417 lb down and 385 lb up at 7-0-0, and 417 lb down and 385 lb up at 13-11-4 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, 3-5=70, 5-7=-70, 14-17=-20 Concentrated Loads (lb) Vert: 3=-63(F) 5=78(F) 10=17(17) 12=-264(F) 11=-17(F) 4=-63(F) 9=-264(F) 20=-63(F) 21=-63(F) 22=-17(F) `Wk111111111,'r ♦� .r%� ......... , E N 3 .9y�i. No 39380 � r r Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ® WARNING - Verify design parameters and READ NOTES ON MIS AND INCL UDED h11rEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MrrekO 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 1� 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 ANSVTPII quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 8 DIAMOND SANDS T15915288 J37133-J37133A H01 Half Hip 1 1 �1371331-01: Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s NOV i o zu I a Mi 1 ex lnausrnes, inu. lwun ueo a 1 16.43.41 201 o raga 1 ID:lozl gTZB916U17099?r7Y5y4iC 1-7ROeIjNfKme8pn3HzeTawTggqdl88hq9MZeaRpy3ODW 2-2-0 6-7-0 11-0-0 16-3-0 16r630 2r 2-0 4-5-0 4-5-0 5-3-0 0.3- 5x5 = 46 II Scale = 1:33.3 Id 1-10-0 2 2- 9-0-12 16-3-0 1 6 0 1-10-0 0.4- 6-10-12 7-2-4 0. - Plate Offsets (X Y)— [4:0-2-8 0-2-6] [5.0-3-0 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.06 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.12 6-7 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.68 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 91 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 2-8: 2x6 SP No.2 REACTIONS. (lb/size) 5=169/0-3-0, 8=837/0-8-0, 6=443/Mechanical Max Harz 8=419(LC 8) Max Uplift 5=-159(LC 4), 8=-552(LC 8), 6=-277(LC 8) Max Grav 5=169(LC 1), 8=945(LC 13), 6=593(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-765/316 BOT CHORD 7-8=-535/804, 6-7=315/503 WEBS 2-8=-304/337, 3-8=811/374, 3-7=-217/277, 4-7=-120/460, 4-6=-678/436 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 159 lb uplift at joint 5, 552 lb uplift at joint 8 and 277 lb uplift at joint 6. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ,,`II►111111/I//,�I .%pPs A, ALB 40" No 39380 4/1 Thomas A. Alban) PE No.39380 MiTek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MR-7473 rev. 1010312015 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 -•Y 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 ANSI1TPl1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply DIAMOND SANDS T15915289 J37133-J37133A H02 Half Hip 1 1 �J37133_1_ot8 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MTek Industries, Inc. Mon Dec 31 16:43:42 2018 Page 1 ID:lozl gTZB916U17099?r7Y5y4jC1-bdyOz3NH54m?QxeUXM_pSgMwvl7ZtAblbDO8_Fy3ODV � 16-3.0 1G-610 0 0 0 7-3-0 013- z-z-o E1 ao 4x8 M18SHS = 5x5 = 3x4 = 7 4x8 = 2x4 II 2x4 11 Scale = 1:29.8 Id LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.05 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.09 5-6 >999 180 M18SHS 244/190 BCLL 10.0 Rep Stress Incr YES WB 0.52 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 86 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 2-7: 2x6 SP No.2 REACTIONS. (lb/size) 5=64/Mechanical, 7=837/0-8-0, 4=54810-3-0 Max Horz 7=343(LC 8) Max Uplift 7=-578(LC 8), 4=434(LC 8) Max Grav 5=120(LC 3), 7=934(LC 13), 4=603(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-827/333, 3-4=-6921385 BOT CHORD 6-7=-283/310 WEBS 2-7=-801/633, 2-6=-190/560, 3-6=-241/340, 4-6=-419/759 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=601t; eave=71t; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 578 lb uplift at joint 7 and 434 lb uplift at joint 4. 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. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. �.` .• �C E N S •: T,V .. No 39380 �•Iz v ,O N AI �;� %%%� Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building tlesign. Bracing indicated is to prevent buckling of Individual truss web antllor chortl 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 ANS11TPI1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 8 DIAMOND SANDS T15915290 J37133-J37133A H03G Half Hip Girder 1 1 �J37133—Lot Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 ts.220 s NOV iu zu la Iviii ex inuusmes, uru. mun ueu o i, io."o. 4u!o reye j ID:lozl gTZ8916U17099?r7Y5y4jC1-3pVOAPOvs0us25Dg43V2?uv75QRycb9Sgt7hWiy30DU 2-2- 7-0-0 11-5-12 16-3-0 1fa 6 0 2-2-0 4-10-0 4-5-12 4-9-4 0-3- Scale = 1:28.8 NAILED 4x8 = NAILED NAILED 1x4 II NAILED NAILED 5x5 = 3 13 14 4 15 16 5 3x4 = 3x6 I Special NAILED LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 10.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-9: 2x8 SP DSS I'A d CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.55 Vert(LL) 0.09 6-7 >999 240 MT20 2441190 BC 0.50 Vert(CT) -0.07 6-7 >999 180 WB 0.69 Horz(CT) -0.01 6 n/a n/a Matrix -MS Weight: 89 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-8-10 oc bracing. REACTIONS. (lb/size) 5=843/0-3-0, 6=127/Mechanical, 9=1152/0-8-0 Max Horz 9=267(LC 8) Max Uplift 5=-807(LC 8), 6=-112(LC 5), 9=-1045(LC 8) Max Grav 5=1123(LC 25), 6=176(LC 25), 9=1426(LC 25) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1654/1084, 3-4=-1399/968, 4-5=-1399/968 BOT CHORD 7-8=-1057/1476 - WEBS 2-9=-130911022, 2-8=-925/1427, 3-8=-134/307, 4-7=-596/606, 5-7=-1157/1678 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 807 lb uplift at joint 5, 112 lb uplift at joint 6 and 1045 lb uplift at joint 9. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) "NAILED" indicates 3-10d (0.148" x3") or 3-12d (0.148" x3.25) toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 417 Ib down and 385 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 6-10=-20 Concentrated Loads (lb) Vert: 3=-63(B) 8=-264(B) 13=-63(B) 14=-63(B) 15=-63(B) 16=28(B) 17=17(B) 18=-17(B) 19=-17(B) 20=-131(B) m cchh `1111111111111 .`��PS ,'9 No 39380 � � I X 41 lllll Thomas A. Alban] PE No:39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 AWARNING - Verify design para,rrerers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 10/03/2015 BEFORE USE. * � Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for 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 q building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek• 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 ANS11TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply 8 DIAMOND SANDS T15915291 J37133-J37133A K01G Hip Girder 1 �f L �J371133_Lot Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34y46 v.ca.. o ,.... ,.. �.. ,.. •,,, ..-.--- -. .-..-... __._ _ _ . ID:loz1 gTZB916U17099?r7Y5y4jC1-XO3m01PXdhOjgFosenOHY5SMngm7L6eb3WtE28y3ODT 2-21 6-5-10 848-0 2-2-6 4-3-5 2-2-6 4x8 = NAILED 5.50 12 7 HJC26 3x8 11 NAILED NAILED 4x4 = 3x8 11 Scale = 1:17.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.03 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.04 6-7 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.36 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 109 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 `Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. 1-8,4-5: 2x8 SP DSS REACTIONS. (lb/size) 8=1419/0-8-0, 5=1480/0-8-0 Max Horz 8=-52(LC 6) Max Uplift 8=-1154(LC 8). 5=-1189(LC 8) Max Grav 8=1783(LC 36), 5=1844(LC 37) FORCES. (lb),- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2089/1368, 2-3=-2014/1339, 3-4=-2171/1412, 1-8=-1873/1228, 4-5=-1944/1266 BOT CHORD 6-7=-1223/1954 WEBS 2-7=-425/642, 3-6=-481/721, 1-7=-1336/2097, 4-6=-1381/2179 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc, 2x8 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. �---------- Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. front back face in the LOAD CASE(S) section. Ply toO`er+ e� AA PS A q • �e 2) All loads are considered equally applied to all plies, except if noted as (F) or (B) have been to distribute only loads noted as (F) or (B), unless otherwise indicated. •, •.. C E !V S ' • '92 �� ply connections provided ,���� ••'� •• �' �•�'. �� 3) Unbalanced roof live loads have been considered for this design. �� 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. No 39380 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 ` 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for a plus or minus 0 degree rotation about its center. for 10.0 bottom live load with any other live loads. 7) This truss has been designed a pat chord nonconcurrent 8) ' This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide -)3 will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8 1189 lb �.0-r 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1154 lb uplift at joint and uplift ••'••� R: at joint 5. ,, S &/ 10) Use USP HJC26 (With 16d nails into Girder & 10d nails into Truss) or equivalent spaced at 4-2-9 cc max. starting at 2-2-11 from I; ...1140 , N A the left end to 6-5-5 to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) "NAILED" indicates 3-1 Od (0.148"xY) or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. Thomas A Alban] PE No.39380 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 941 lb down and 546 lb up at MITek USA, Inc. FL Cart 6634 2-7-4, and 941 lb down and 546 lb up at 4-7-4 on bottom chord. The design/selection of such connection device(s) is the 6904 Parke East Blvd. Tampa FL 33610 responsibility of others. Date: January 1,2019 C Mi14L6At& L%b6Saandard WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 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 ■•��e a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall g� 1� 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 ANSIVTP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply 8 DIAMOND SANDS �J37133_1_ot T15915291 J37133-J37133A K01G Hip Girder 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-4=-70, 5-8=20 Concentrated Loads (lb) Vert: 2=36(B) 3=36(B) 7=-709(B=187) 6=-709(B=187) 9=36(B) 10=35(B) 11=-896 o.tcu s rvuv 10 <v 1 o wu 1 en a iuumnca, n 11. ry may.. ID:lozl gTZB916U17099?r7Y5y4jC1-XO3m01PXdhOjgFosenOHY5SMngm7L6eb3ME28y3ODT i ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. �e Design valid for use only with IvTek® 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 p � building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek• 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. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply DIAMOND SANDS T15915292 J37133-J37133A K02 Flat 1 1 �J37133_LM8 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 3x4 = 1 4 2x4 11 8.220 s Nov 162018 MiTek Industries, Inc. Mon Dec 31 16.43.45 2018 Page 1 ID:lozl gTZB9I6U17099?r7Y5y4jC 1-?Cd8b5Q90?8aHON3CUYW4J_U6E9R4eUIHAcoaay3ODS 5-2-14 2x4 II - Scale = 1:18.0 3x4 = 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 0.45 Vert(LL) -0.04 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.07 3-4 >827 180 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 rile n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 30 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=223/Mechanical, 3=223/Mechanical Max Uplift 4=-131(LC 4), 3=-131(LC 4) Max Grav 4=239(LC 13), 3=239(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 4 and 131 lb uplift at joint 3. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. ,`�>111111111/j�, S A ' 4�e -9 No 39380 �1'z .5}: ;�� ..00.� Z. Thomas A. Alban[ PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • at russ 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 ANSUTPIl Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 8 DIAMOND SANDS T15915293 J37133-J37133A K03G Flatl 1 1 �J37133—Lot Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 3x10 = 3x4 11 8.220 s NOV 1ti zu1 t1 MI I ek industries, Inc. Mon Dec 3l 16:43:46 201 o rage I ID:loz1 gTZB916U17099?r7Y5y4jC 1-UOBXoRRn9JGRvYxFm B3ld WXXneX4p5kuWgML71 y30 DR 2 3x4 II 3x10 = Scale = 1:12.1 Plate Offsets (X Y)— [1:0-4-0 0-1-8] [3.0-4-4 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 3-4 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 25 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x8 SP DSS 'Except' 1-3: 2x4 SP No.3 REACTIONS. (lb/size) 4=625/Mechanical, 3=625/Mechanical Max Uplift 4=-218(LC 4), 3=-218(LC 4) Max Grav 4=707(LC 13), 3=707(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-647/238, 2-3=647/238 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 218 lb uplift at joint 4 and 218 lb uplift at joint 3. 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. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-345, 3-4=-20 ,,``�►ILIIIIF/���'' ♦♦�♦p�Ps A q46 �-',* ,�.�•.�LG E NSF•'9'Li No 39380 • �,,0�� • R 1 O P \�W '91 1 A� E CG �♦ nl Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING- Verify desig„ paramerers a„d READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 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 property Incorporate this design into the overall ..Y building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply 8 DIAMOND SANDST15915294 J37133-J37133A MG1 Monopitch Girder 1 1b [7133—Lot Reference o tional East Coast Truss, Ft. Pierce, FL 34946 O.zzu J 1- 1O LU 10 ID:lozl gTZB916U17099?r7Y5y4jC1-yblvOnRQwc01XiWRJva_9k4ss2mMYXy21U5vfTy3ODQ 2-60 7-0-0 2-6-0 4-6-0 2x4 11 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.31 BC 0.60 WB 0.07 Matrix -MP LUMBER - TOP CHORD 2x4 SP-No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-5: 2x6 SP No.2 REACTIONS. (lb/size) 5=561/1-4-0, 4=258/Mechanical Max Horz 5=260(LC 8) Max Uplift 5=-430(LC 8), 4=-224(LC 8) Max Grav 5=588(LC 28), 4=345(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-263/197 WEBS 2-5=-393/405 2x4 II Scale = 1:22.4 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) 0.05 4-5 >999 240 MT20 244/190 Vert(CT) -0.07 4-5 >761 180 Horz(CT) -0.00 4 n/a rile Weight: 35 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 430 lb uplift at joint 5 and 224 lb uplift at joint 4. 7) "NAILED" indicates 3-1 Old (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NOS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-6=-20 Concentrated Loads (lb) Vert: 9=-203(B) ,��111111l/1j1I `%%��0 p,S.. A ' 4�B ����i No 39380 • ♦ , ♦ i*s�O N AL E��`,` 1111111111/ Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE h111-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual 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 my 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?PI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply DIAMOND SANDS T15915295 J37133-J37133A MG2 Monopitch Girder 1 �J37133_1_ot8 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 3x4 11 5-2-0 5-2-0 8.220 5 Nuv 10 4u i o rvn 1 en a luu-I1CJ, n n.. 1 w6 uc,. .' i i �.+.y oc , ID:lozl gTZB916U170997r7Y5y4jC1-yblvOnRQwc01XiWRJva_9k4oH2o_YY821U5vf ry3ODQ 2x4 II 4x4 Scale = 1:22.5 Plate Offsets (X Y)-- [1:0-1-12 0-1-81 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 0.54 Vert(LL) 0.07 3-4 >809 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.10 3-4 >552 180 BCLL 10.0 Rep Stress [nor NO WB 0.05 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 34 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-0 oc purlins, BOT CHORD 2x6 SP DSS except end verticals. WEBS 2x4 SP No.3 `Except` BOT CHORD Rigid ceiling directly applied or 9-8-5 oc bracing. 1-4: 2x8 SP DSS REACTIONS. (Ib/size) 3=725/Mechanical, 4=956/0-8-0 Max Horz 4=179(LC 8) Max Uplift 3=-438(LC 8), 4=-400(LC 8) Max Grav 3=866(LC 25), 4=1075(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 438 lb uplift at joint 3 and 400 lb uplift at joint 4. 7) Use USP SUH24 (With 16d nails into Girder & NA9D nails into Truss) or equivalent at 1-2-12 from the left end to connect truss(es) to front face of bottom chord. 8) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent at 3-2-12 from the left end,to connect truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 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: 1-2=-70, 3-4=-20 Concentrated Loads (lb) Vert:5=-628(F) 6=-628(F) %`OMPS .9 No 39380 i � •� 4ij i •(v i � .��,�5 • Rip., N,�� Thomas A. Albans PE No.39380 M[Tek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 &WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 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 property incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V IiTek• 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qly Ply 8 DIAMOND SANDS T15915296 J37133-J37133A V4 Valley 1 1 �J37133_1_ot Job Reference c tional East Coast Truss, Ft. Pierce, FL 34946 a.22u s NOV 1b Zu10 mi i ek industries, inc. iviun Deu o, ,D.ato O LV ,o rays , ID:lozl gTZB916U17099?r7Y5y4jC1-QnJHD6S2hwW98s5dtc5Dixc4FRDYH?EB_8rSBvy3ODP 1-10-8 1 2-1-8 4-0-0 1-10-8 0-3-0 1-10-8 5.50 12 2x4 3x4 = 2x4 Scale = 1:7.5 Plate Offsets (X Y)— [2:0-2-0 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 10 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=120/4-0-0, 3=120/4-0-0 Max Horz 1=-34(LC 6) Max Uplift 1=-70(LC 8), 3=-70(LC 8) Max Grav 1=139(LC 13), 3=139(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; 8=84ft; L=60ft; eave=71t; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom 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 10.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 70 lb uplift at joint 1 and 70 lb uplift at ,`�\�►!/��, PS fi, q< I�♦♦ joint 3. ,,`�� �.` �� • G ENS .; 9.L♦�i No 39380 O'• W4• ♦♦'♦sS��NAI-E� %% % Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual 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 p building design. Bracing Indicated is to prevent buckling of intlivitlual 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 ANS11TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suhe 312, Adexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 8 DIAMOND SANDS T15915297 J37133-J37133A VM2 Valley 6 �J37133_1_ot 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 a Nov it) 20-i8 Mi i ek inuusuies, mu. rv,un uec o 1 ,u.w.o 1 cu,v rage i ID:loz1 gTZB916U17099?r7Y5y4jC 1-gM_Qs8Uw_ruk?JgCYlewKaEc2fGEU Mzdg636oEy3ODM 2x4 i 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl , L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a n/a .999 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(CT) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=5312-0-0, 3=53/2-0-0 Max Horz 1=45(LC 8) Max Uplift 1=-21(LC 8), 3=-42(LC 8) Max Grav 1=67(LC 13), 3=72(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1:7.3 PLATES GRIP MT20 244/190 Weight: 6 lb FT = 0% Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. ,`�IIIIIIIIII�,I No 39380 :iZ •9: :�- ,� . F' Thomas A. Albanl PE W 39380 Iii USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 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 property incorporate this design into the overall m py building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V IiTek• 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 ANSIITPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sute 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 8 DIAMOND SANDS T15915298 J37133-J37133A VM4 Valley 5 1 �J37133_1_ot Job Reference o tional • 3.52 2018 P 1 East Coast Truss, Ft. Pierce, FL 34946 2x4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 TCDL 15.0 Lumber DOL 1.25 BC 0.20 BCLL 10.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=143/4-0-0, 3=143/4-0-0 Max Horz 1=121(LC 8) Max Uplift 1=-57(LC 8), 3=-112(LC 8) Max Grav 1=179(LC 13). 3=194(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.220 s Nov 16 2018 MITek Industries, Inc. Mon Dec 31 16.4 . age ID:lozl gTZB916U17099?r7Y5y4jC1-IYYo3UVY190adTPP6SA9snni93ZkDpDnumpgKgy3ODL 2 2x4 II DEFL. in (loc) I/defl L/d Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a Scale: V=1' PLATES GRIP MT20 244/190 Weight: 13 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=112. �•,<�.•�,�GCENS4' No 39380 i '411 nil Thomas'A. Albani PE No.39380 MiTek'USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 WARNING - Verify desiyn parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11.1473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not _ a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this. design into the overall y p � building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek• 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/fPil Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J37133_Lot 8 DIAMOND SANDS T15915299 J37133-J37133A VM6 Valley 4 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.220 S NOV iti 2018 MI I ek industries, Inc. Mon Der 31 16:43:52 2018 rage i ID:lozl gTZB916U17099?r7Y5y4jC1-IYYo3UVY190adTPP6SA9snnk73bODo_numpgKgy3ODL 6-0-0 6-0-0 2x4 11 5 4 2x4 i 1x4 II 2x4 II Scale = 1:17.2 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.21 BC 0.12 WB 0.08 Matrix-P DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) I/deft Lid n/a 999 n/a 999 n/a n/a PLATES GRIP MT20 244/190 Weight: 22 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=72/6-0-0, 4=101/6-0-0, 5=294/6-0-0 Max Harz 1=197(LC 8) Max Uplift 4=-79(LC 8), 5=-229(LC 8) Max Grav 1=78(LC 14), 4=137(LC 13), 5=398(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-283/268 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,totJ 111111111j', will fit between the bottom chord and any other members, with BCDL = 10.Opsf. truss to bearing 100 lb uplift at joint(s) 4 except Qt=lb) `� sp S A I� q�B �I4, 6) Provide mechanical connection (by others) of plate capable of withstanding 5=229. %% O�P •...., •' G E N,9 �.` . No 39380 •: 441 P• �_�; %OAFG R 1 � S • , fa ��� A- E��% Thomas A. Alban! PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING - Verify desi0n parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MR-7473 rev. 1010312015 BEFORE USE. Design valid for use only with M700 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 �-�•YY building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLTP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply J37133_Lot 8 DIAMOND SANDS T15915300 J37133-J37133A VM8 Valley 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MITek Industries, Inc. Mon Dec 31 16:43:53 2018 Page 1 ID:Ioz1gTZB9I6U17099?r7Y5y4jC1-mk6AHgWAVS8RFd bg9hOP?Ks3SvcyFlw7QYDs7y3ODK 2x4 II 3 5 4 2x4 i 1x4 II 2x4 II Scale = 1:22.2 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rTP12014 CSI. TC 0.39 BC 0.22 WB 0.11 Matrix-P DEFL. Vert(LL) Vert(CT) Hcrz(CT) in (loc) Well L/d n/a n/a 999 n/a rile 999 0.00 n/a rile PLATES GRIP MT20 244/190 Weight: 30 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=106/8-0-0, 4=135/8-0-0, 5=406/8-0-0 Max Horz 1=273(LC 8) Max Uplift 4=-106(LC 8), 5=-317(LC 8) Max Grav 1=114(LC 14), 4=183(LC 13), 5=549(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-257/121 WEBS 2-5=-391/371 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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, 11111111111111, 5) • This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide S A. q�e will fit between the bottom chord and any other members, with BCDL = 10.Opsf.\�`P;. 100 lb • • • E N S ' •,, �jL 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding uplift at joint(s) except at=lb) ,���� ,•'�G �� •� •. �� 4=106, 5=317. �� No 39380 P .0�,OFS, •• O R 1 O �`�<v Thomas A. Alban) PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke.East Blvd. Tampa FL 33610 Date: January 1,2019 ® wARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. �� Design valid for use only with WOO connectors. This design is based only upon parameters shown, and is for an individual building component, not at russ system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p , 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 ANSVTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 8 DIAMOND SANDS T15915301 J37133-J37133A VM10 GABLE 1 1 �J37133—Lot Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s NOV 16 201 d MI I ex Industries, Inc. Mon Dec o 1 16.—.— GU 18 rage 1 ID:loz1 gTZB916U 17099?r7Y5y41C 1-urtfRSTgSEeOmOggRKcSF995wrVROQGKCoa?jMy3ODO 10-0-0 Scale = 1:26.5 2x4 i 5 42x4 II 1x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 TCDL 15.0 Lumber DOL 1.25 BC 0.43 BCLL 10.0 Rep Stress Incr YES WB 0.14 BCDL 10.0 Code FBC2017lrP12014 Matrix-S DEFL. in (loc) Udefl L/d Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) -0.00 4 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=83/10-0-0, 4=225/10-0-0, 5=518/10-0-0 Max Horz 1=349(LC 8) Max Uplift 4=-176(LC 8), 5=-404(LC 8) Max Grav 1=105(LC 14), 4=305(LC 13), 5=702(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-333/132 WEBS 2-5=-502/478 PLATES GRIP MT20 244/190 Weight: 38 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 176 lb uplift at joint 4 and 404 lb uplift at joint 5. `olkJ111111/1j1, ONS A. No 39380 '0 : • Lr • 411 • • i Ali - Thomas A. Albanl PE N0.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 10/63/2015 BEFORE USE. �� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not 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!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 ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suile 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply J37133_Lot 8 DIAMOND SANDS T15915302 J37133-J37133A VM12 GABLE 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 12-0-0 3x4 5 1x4 II 8.220 s Nov 16 2018 MI I eK Industries, Inc. Mon Dec 3-1 16:43:50 2018 rage 1 ID:lozl gTZB916U 17099?r7Y5y4jCl -MAR1 eoU IDXmtOAF0?l7hnMiEIFpRItBURSKZGoy3ODN 2x4 II 3 4 2x4 11 Scale: 3/8"=l' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 47 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=185/12-0-0, 4=213/12-0-0, 5=609/12-0-0 Max Horz 1=425(LC 8) Max Uplift 4=-167(LC 8), 5=-475(LC 8) Max Grav 1=197(LC 13), 4=320(LC 13), 5=838(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-381/160 WEBS 2-5=-580/545 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 167 Ito uplift at joint 4 and 475 lb uplift at joint 5. ,,�►111111►���, A ```,�0 .. Abe . No 39380 : X EC�0� Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall ,l� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW OW 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 ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Tampa, FL 36610 Job Truss Truss Type Qly Ply 8 DIAMOND SANDS T15915303 J37133-J37133A VM14 GABLE 1 1 �J37133_Lol Job. Reference o tional test GOasi I russ, M. rlerCe, rL J4y90 14-0-0 ID:loz1 gTZB916U17099?r7Y5y4jCl -MAR 1 eoU IDXmtOAF0?17hnMiFXFgTlsEURSKZGoy3ODN 2x4 11 4 Scale = 1:36.9 3x4 7 8 6 52x4 II 1x4 II 1x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(CT) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.22 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 62 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-0-0. (lb) - Max Horz 1=501(LC 8) Max Uplift All uplift 100 lb or less at joints) 5 except 7=-459(LC 8), 6=-345(LC 8) Max Grav All reactions 250 lb or less at joints) 1, 5 except 7=806(LC 13), 6=655(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-477/207 WEBS 2-7=-557/521, 3-6=-432/411 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s),5 except at=lb) 7=459, 6=345. No 39380 � r � * r l �0: F . �� . 0 R `Q Pia,. , Thomas A. Albans PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II-7473 rev. 1010312015 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 overally 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 ANSI1TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type oty Ply DIAMOND SANDS T15915304 J37133-J37133A ZCJ1 Jack -Open 24 1 �J37133_1_ot8 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 b.zzu s Nov io 201 o wu I arc mausmes, inc. mun ueu o ID:lozl gTZB916U17099?r7Y5y4jC1-FxgYUAXpGmG IsnZnEtCdyCs6MsGzhjj4M41mPZy3ODJ 0-11-4 0-11-4 Scale = 1:7.0 2x4 = PROVIDE BEARING CONNECTION(S) TO RESIST HORIZONTAL REACTION(S) SHOWN. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.00 6 n/r 120 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 3 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 2=-0/Mechanical, 3=83/Mechanical Max Horz 2=77(LC 16). 3=104(LC 8) Max Uplift 3=-104(LC 8) Max Grav 3=90(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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. 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) except (jt=lb) 3=104. `111111111►11"', .%��0MPs A , q�6 ': No 39380 : X z F <�4f��5,�%%� Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with WOO 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 p q� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYYiTek• 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 Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J37133 Lot 8 DIAMOND SANDS T15915305 J37133-J37133A ZCJ2 Jack -Open 2 1 Job Reference c tional East Coast Truss, Ft. Pierce, FL 34946 2x4 LX4 1-9-7 8.220 s Nov 16 2U16 Mt I eK InCustneS, Inc. mon uec 3l 7b:93:bJ ZUItl rage I ID:lozl gTZB916UI7099?r7Y5y4jC 1-j7EwhWXR1409Ux7_najsUQPIhGdIQAgDbk1 Kx?y3OD1 Scale = 1:11.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.00 5 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.01 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 9 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-9-7 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-5: 2x6 SP No.2 REACTIONS. (lb/size) 3=4/Mechanical, 4=15/Mechanical, 5=157/0-8-0 Max Horz 5=62(LC 8) Max Uplift 3=-41(LC 8), 4=-22(LC 5), 5=86(LC 8) Max Grav 3=31(LC 6), 4=21(LC 6). 5=167(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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. 5) Refer to girder(s) for truss to truss connections. j%%I I 1 11114 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5. ,t A PS A' q<e NO 39380 lz z '•Q: P `_,�• ���, • • O R i ��;SS�....... AC N `� %%%. n� Thomas A Alban/ PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil-7473 rev. 1010312015 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 ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36510 Job Truss Truss Type Qty Ply DIAMOND SANDS �J37133­1_ot8 T15915306 J37133-J37133A ZCJ3 Jack -Open 22 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 ZU16 MI I eK Inaustrles, Inc. Mon Dec 31 16:43:55 201 d rage I ID: lozlgTZB916U17099?r7Y5y4jC1 j7EwhWXR1409Ux7 najsUQPBGGXeQABDbk1Kx?y3OD1 2-11-4 2-11-4 Scale = 1:11.7 2x4 11 5 4 2-1 -4 2-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(CT) 0.00 5 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.03 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 12 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-241/Mechanical, 3=-241/Mechanical, 4=-229/1-1-4, 5=73011-1-4 Max Horz 5=109(LC 8) Max Uplift 3=-254(LC 16), 3=-241(LC 1), 4=-247(LC 16), 5=-751(LC 8) Max Grav 3=217(LC 8). 4=208(LC 8), 5=782(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-408/398 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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. 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) except Qt=lb) 3=254, 4=247, 5=751. ,,�►111711/����` No 39380 � '0 s'ONA• , V' 1 � 1-:%% Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 WARNING - Verify design paramelers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II-7473 rev. 101031201E 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 �gek• 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 IdliT fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS17TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply DIAMOND SANDS T15915307 J37133-J37133A ZCJ5 Jack -Open 20 1 �J371133_1_otEl Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov le 2018 Mi I eK inuu5ii lei, nn:. IvIVII Dec; o 1 i rays i ID:loz1 gTZB916U 17099?r7Y5y4jC 1-BJoJvsY3oNXO65iALIE51 dxM_gtT9dgMpOntTSy3ODH 4-11-4 1 Scale = 1:16.2 2x4 II 1-10-0 2-4-0 4-11-4 1-10-0 0 6-0 2-74 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) 0.01 4-5 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.05 3 n/a rile BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 18 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 REACTIONS. (Ib/size) 3=36/Mechanical, 4=-18/Mechanical, 5=421/1-0-0 Max Horz 5=185(LC 8) Max Uplift 3=-70(LC 5), 4=-18(LC 1), 5=-361(LC 8) Max Grav 3=78(LC 6),4=34(LC 6),5=451(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-276/281 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) 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, 4 except (jt=lb) ,`��� PS q. q� �•,,� 5=361. 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 ,���.r ,•'�G E N S+'•,'92�i� sheetrock be applied directly to the bottom chord. �� '' �' F •'. �.0 No 39380 =�0: �1zz Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE, Design valid for use only with Mrrek® 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply J37133_Lot 8 DIAMOND SANDS T15915308 J37133-J37133A ZCJ7 Jack -Open 2 1 Job Reference c tional East Coast Truss, Ft. Pierce, FL 34946 1-10-0 2x4 8.220 s Nov 16 2018 MITeK Industries, Inc. Mon Dec 31-16:40:5/ 2018 rage I ID:lozl gTZB916U17099?r7Y5y4jC1-fVVMh6BZhZhftjEHMv?IKZrU Wa4Dxu4h W22WQ?uy3ODG 1.4 1-4 Scale = 1:21.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.04 4-5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.06 4-5 >999 180 BCLL 10.0 Rep Stress incr YES WB 0.05 Horz(CT) 0.07 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 24 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 REACTIONS. (lb/size) 3=131/Mechanical, 4=36/Mechanical, 5=452/0-8-0 Max Horz 5=261(LC 8) Max Uplift 3=-171(LC 8), 5=.-331(LC 8) Max Grav 3=182(LC 13), 4=83(LC 13), 5=484(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-282/113 BOT CHORD 1-5=-93/261 WEBS 2-5=-371/389 NOTES- 1) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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. 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) except Qt=lb) 3=171, 5=331. 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. ,`�1111111►II�'I .��o�p,S A 44B �%. q i No 39380 ' 411 � y�s`S�� N A� E����• Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 114I1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual 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 ANSI1TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qly Ply 8 DIAMOND SANDST15915309 J37133-J37133A ZEJ4 Jack -Open 3 1b L7133—Lot Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2x4 8.220 s Nov i6 20i8 Mi I ek Industries, inu. wwn Dec o i i—o.o, cu io rayo 1 ID:lozl gTZB916U17099?r7Y5y4jC 1-f WMh6BZhZhftjEHMv?IKZrUY44Dsu4_W22WQ?uy3ODG 4-0-6 4-0-6 Scale = 1:14.1 0 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.00 4-5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.00 4-5 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.03 3 n/a rile BCDL 10.0 Code FBC2017frP12014 Matrix -AS Weight: 15 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 REACTIONS. (lb/size) 3=1/Mechanical, 4=-38/Mechanical, 5=393/0-8-0 Max Horz 5=151(LC 8) Max Uplift 3=-49(LC 5), 4=-38(LC 1), 5=353(LC 8) Max Grav 3=52(LC 6), 4=44(LC 8). 5=421(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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. 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, 4 except (jt=lb) 5=353. 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. .� .�•� N g .'9 G E '., No 39380 ` yt ; D: ,41j� iN A, %% Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE All)-7473 rev. 1010312015 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 ��AA a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall �.`Y�• building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qly Ply 8 DIAMOND SANDS T15915310 J37133-J37133A ZEJ5 Jack -Open 1 1 �J37133_1_ot Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 31 16:43:58 2018 rage 1 ID:loz1 gTZB916U 17099?r7Y5y4jC1-7iv3KXaJK?nkLOsYTjGZ621 g9TXYdWifHiG_YKy3ODF 4-10-0 4-10-0 4-0 2x4 Scale = 1:21.9 3x4 II 1x4 II 5-2-0-0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2017/TP12014 CSI. TC 0.62 BC 0.56 WB 0.08 Matrix -AS DEFL. in Vert(LL) 0.11 Vert(CT) 0.08 Horz(CT) -0.10 (loc) Vdefl L/d 5-6 >542 240 5-6 >712 180 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 23 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 *Except* 2-5: 2x4 SP No.3 REACTIONS. (lb/size) 6=21910-8-0, 3=36/Mechanical, 4=184/Mechanical Max Horz 6=185(LC 8) Max Uplift 6=-46(LC 8), 4=-250(LC 8) Max Grav 6=264(LC 13), 3=105(LC 3), 4=229(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-142/267 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.0psf 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. 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 Qt=lb) 4=250. 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. `,,`�►1111111/��11 411' NO 39380 :xz 441 • .'` Rl Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING - Verify desitin parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for 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 A�• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek• 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?PH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. l Tampa, FL 36610 Job Truss Truss Type Qly Ply 8 DIAMOND SANDST15915311 J37133-J37133A ZEJ7 Jack -Open 15 1b [7133Lot Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 TCDL 15.0 Lumber DOL 1.25 BC 0.40 BCLL 10.0 Rep Stress Incr YES WB 0.05 BCDL 10.0 Code FBC2017/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 REACTIONS. (lb/size) 3=133/Mechanical, 4=37/Mechanical, 5=454/0-8-0 Max Horz 5=264(LC 8) - Max Uplift 3=-174(LC 8), 5=-331(LC 8) Max Grav 3=185(LC 13), 4=84(LC 13), 5=486(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-285/114 BOT CHORD 1-5=-94/264 WEBS 2-5=-374/393 8.220 s Nov 16 2018 MITek Industries, Inc. Mon Dec 31 16.43.59 2018 Page 1, ID:IozlgTZB916U17099?r7Y5y4jC1-buTRXtbx5lvbzYRIOQoofGZs?tvHM BpVM?X4my3ODE Scale = 1:21.7 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.04 4-5 >999 240 MT20 244/190 Vert(CT) -0.06 4-5 >985 180 Horz(CT) 0.07 3 n/a n/a Weight: 24 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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. 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) except (jt=lb) 3=174, 5=331. 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. ' ��Oop,S A. q4e �i�J#i i No 39380 -Olizz .441 Z • .� i • s1l0 N A� Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 AWARNING . Verity daslyn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 10/03/2016 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overallp �r building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek• 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 ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type City Ply J37133_Lot 8 DIAMOND SANDS T15915312 J37133-J37133A ZEJ7A Jack -Open 4 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 10.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rTP12014 8.220 s Nov 16 2018 MITek Industries, Inc. Mon Dec 31 16:44:00 2018 Page 1 ID:IozlgTZB9I6U170997r7Y5y4jC1-351plDbZsclSbi0xa8J1 BT63lHGv5RIyk0l5cDy3ODD 5-2-0 7-0-0 i 5-2-0 1-10-0 Scale = 1:21.7 2x4 11 2x4 11 7-0-0 CSI. DEFL. in (loc) I/deft L/d TC 0.42 Vert(LL) -0.01 6-7 >999 240 BC 0.37 Vert(CT) 0.01 6-7 >999 180 WB 0.03 Horz(CT) 0.04 4 n/a n/a Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD WEBS 2x6 SP No.2 REACTIONS. All bearings Mechanical except (jt=length) 7=0-8-0, 6=0-8-0. (lb) - Max Horz 7=264(LC 8) Max Uplift All uplift 100 lb or less at joints) 4 except 7=-253(LC 8), 6=-211(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4, 5 except 7=423(LC 16), 6=319(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-258/101 BOT CHORD 1-7=-94/264 WEBS 2-7=-264/229 PLATES GRIP MT20 2441190 Weight: 29 lb FT = 0% Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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. 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 except (jt=lb) 7=253,6=211. 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. ,`�t14111111/�,I ♦�♦�O�PS A 4* No 39380 r� :Liz 41 , wo�- Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE P4GE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek0 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 Mi lT i ek• 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/TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J37133_Lot 8 DIAMOND SANDS T15915313 J37133-J37133A ZEJ7B Jack -Open 6 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2X4 11 7-0-0 8,220 s NOV 10 201 C MI I ex mausiries, inc. wlon Dec 31 16;44.00 GU I O rage 1 ID:loz1 gTZB916UI70997r7Y5y4jC 1-351 plDbZsc1 SbiOxa8J 1 BT6z6HCm5RSyk015cDy3ODD Scale = 1:21.7 2-6-0 10- 7-0-0 2-6-0 -4-0 4-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.04 4-5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.03 4-5 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.11 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 25 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 REACTIONS. (lb/size) 3=90/Mechanical, 4=7/Mechanical, 5=528/0-8-0 Max Horz 5=264(LC 8) Max Uplift 3=-134(LC 8), 5=428(LC 8) Max Grav 3=142(LC 13), 4=57(LC 13), 5=565(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-264/114 BOT CHORD 1-5=-94/264 WEBS 2-5=-378/385 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,%1%1111111 �, will fit between the bottom chord and any other members, with BCDL = IO.Opsf. O�PS A. qt 'je 5) Refer to girder(s) for truss to truss connections. 100 lb at joint(s) except (jt=lb) •• '92 i� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding uplift ♦�♦�� ••'� GEMS+ '� �' �•�'• �i 3=134, 5=428. ♦♦ 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 No 39380 sheetrock be applied directly to the bottom chord. • /L + 0 F . OR X'D New C? e�%V' 1UNA� 111 Thomas A. Alban[ PE No.39380 M[Tek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 AWARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEx REFERENCE PAGE M11-7473 rev. 101031201E 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 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 ANSIMPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply DIAMOND SANDS T15915314 J37133-J37133A ZEJ7C Jack -Open 1 1 �J37133—Lot8 Job Reference c tional East Coast Truss, Ft. Pierce, FL 34946 J 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 31 16:44:01 2018 Page 1 ID:IozlgTZB916U17099?r7Y5y4jC1-XHbCyZcCdw9JCsb78rgGkhfDghbGglQ5zgUe8fy3ODC Q-3-Q 4-2-0 11 6-0 -33 3-11-0 Scale = 1:21.1 4xf 3x4 = 8 3x4 II 1x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.06 5-6 >828 240 MT20 244/190 , TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.05 5-6 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.07 Horz(CT) -0.05 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 21 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SIP No.3 REACTIONS. (lb/size) 3=42/Mechanical, 4=151/Mechanical, 8=167/0-3-0 Max Horz 8=152(LC 8) Max Uplift 4=-201(LC 8), 8=-32(LC 8) Max Grav 3=85(LC 3), 4=194(LC 13). 8=200(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)'Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 4=201. 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. ,`�111111/►I/Ill � S • 9 �i No 39380 •. • ti ,��ilsS�O N Al - Thomas A. Mani PE Ne.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 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 ai' 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 ANSVTPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply DIAMOND SANDS T15915315 J37133-J37133A ZEJS Jack -Open 5 1 �J37133—Lot8 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2x4 8.220 s Nov 16 2018 Mtl eK Industries, Inc. Mon Dec 31 16:44:02 20i8 rage i ID:lozl gTZB916U17099?r7Y5y4jC1-OT9a9vdgODHAgOAKiYLVGuBJM5waZKrFCKEBh5y3ODB Scale = 1:23.3 1-10-0 -2-0 1-10-0 -0-0 7-8-0 5-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.06 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.10 4-5 >678 180 BCLL 10.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.09 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -AS Weight: 26 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP Nd.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 REACTIONS. (lb/size) 3=158/Mechanical, 4=48/Mechanical, 5=479/0-8-0 Max Horz 5=289(LC 8) Max Uplift 3=-201(LC 8), 5=-338(LC 8) Max Grav 3=215(LC 13), 4=99(LC 13), 5=512(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-321/125 BOT CHORD 1-5=-103/289 WEBS 2-5=-412/440 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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. 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) except at=lb) 3=201,5=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. ,�Illlllllt!!II No 39380 � * r •X y�ss�0 N A� E�%%% Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 WARNING - Veiify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual 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 Mi lT ek• 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?P/i Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply DIAMOND SANDS �J37133­1_otI3 T15915316 J37133-J37133A ZEJ8A Jack -Open 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s Nov 16 2018 MiTek Industries, Inc. Mon Dec 31 16:44:03 2018 Page 1 ID:loz1 gTZB916U170997r7Y5y4jC1-UgjyNFeS9XP1 S91 WFGskp6kVyUEpimcOQ_zIDYy3ODA 5-0-5 5-4-5 5-0-5 -4-0 1x4 2x4 3x4 = 1x4 11 Scale=11:23.5 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 0.68 Vert(LL) 0.13 5-6 >462 240 MT20 244/190 TCDL 15.0 'Lumber DOL 1.25 BC 0.61 Vert(CT) 0.10 5-6 >597 180 BCLL 10.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.15 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 24 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structuralwood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 *Except* 2-5: 2x4 SP No.3 REACTIONS. (lb/size) 6=228/0-2-5, 3=33/Mechanical, 4=195/Mechanical Max Horz 6=193(LC 8) Max Uplift 6=-42(LC 8), 4=-272(LC 8) Max Grav 6=272(LC 13). 3=111(LC 3), 4=242(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-151/286 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Gt=lb) 4=272. 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. J ,���►111111////I �PS A. A ,% O\v' �.....,,� �e OF i No 39380 �4f, Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 A WARNING . Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. �� IV I Design valid for use only with WWI)WWI)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 R A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 8 DIAMOND SANDS T15915317 J37133-J37133A ZHJ4 Diagonal Hip Girder 2 1 �J37133_10i: Job Reference o tional East Coast Truss, Ft. Pierce, FL 3494b o.«u . w.v i ID:lozl gTZB916UI70997r7Y5y4jC 1-ysHKabe4wrXl3JKipzNzMJHel uWal EKYfej IIy3OD9 2-11-7 3- 5-7-10 2-11-7 o- - 2-7-4 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.05 4-5 >616 240 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) 0.05 4-5 >668 180 BCLL 10.0 Rep Stress Incr NO WB 0.06 Horz(CT) -0.14 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 REACTIONS. (lb/size) 3=-130/Mechanical, 4=-181/Mechanical, 5=519/0-11-5 Max Horz 5=150(LC 8) Max Uplift 3=-198(LC 18), 4=-214(LC 18), 5=-809(LC 8) Max Grav 3=156(LC 24), 4=168(LC 24), 5=824(LC 31) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-431/437 Scale = 1:14.5 PLATES GRIP MT20 244/190 Weight: 19 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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. 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) except Qt=lb) 3=198,4=214,5=809. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NOS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-6=20 Concentrated Loads (lb) Vert: 9=215(F=173, B=42) 10=-110(F=-55, B=-55) 11=189(B=33) ,`�I111111►//�,, No 39380 BIZ � 3 F 'Q� r � Thomas A. Albanl PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING - Verily design parameters and READ NOTES ON TNIS AND INCLUDED NIITEK REFERENCE PAGE NIII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual 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 r building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing i 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. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply DIAMOND SANDS T15915318 J37133-J37133A ZHJ7 Diagonal Hip Girder 7 1 �J37133-Lot8 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 o.zzu 5 Ivov to 26 i o ivu I en inuusmas, a ic. mun u=o o I . -1 V. ID:lozl gTZB916U17099?r7Y5y4jC1-Q2riowfihBfkhTuvNhuCuXppl ItXmadhulSslQy3OD8 3-a6 5-0-10 9-6-1 , 3-a6 2-0.4 4-5-7 110 1x4 11 Scale = 1:22.4 NAILED 2x4 II NAILED s-1a1 2-0-12 3-0b 6-3-8 9E-1 9-9-5 26-12 0-5-10 3-3-1 3-2-9 J-0 0-0-12 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.31 6-7 >262 240 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.26 6-7 >310 180 BCLL 10.0 Rep Stress Incr NO WB 0.50 Horz(CT) 0.03 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 *Except* 2-7: 2x6 SP No.2 REACTIONS. (lb/size) 4=-213/Mechanical, 5=275/Mechanical, 7=207/0-11-5 Max Horz 7=263(LC 24) Max Uplift 4=-247(LC 17), 5=-366(LC 8), 7=-962(LC 8) Max Grav 4=122(LC 8). 5=431(LC 28), 7=1155(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-884/836, 2-3=-329/163 BOT CHORD 1-7=-783/912, 6-7=-783/650 WEBS 2-7=-633/515,3-6=-407/363,2-6=-659/795 PLATES GRIP MT20 244/190 Weight: 45 lb FT = 0% Structural wood sheathing directly applied or 5-9-3 oc purlins. Rigid ceiling directly applied or 5-1-1 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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. 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) except Ot=1b) 4=247, 5=366, 7=962. 7) "NAILED" indicates 3-1Od (0.148"xY) or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 309 lb down and 340 lb up at 4-2-15, and 309 lb down and 340 lb up at 4-2-15 on top chord, and 395 lb down and 587 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 fit" A. q�e 00 �•` `�` . � C•E N S .; 92�i� No 39380 .0 (L/` �.r O�F • O R 1 p' ' % i,��ss�O N A1- E� .�` �• ��I111111{� Thomas A. Albany PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 Continued on page 2 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111/I-7473 rev. 1010312015 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Bulls 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qly Ply J37133 Lot8DIAMOND SANDS T15915318 J37133-J37133A ZHJ7 Diagonal Hip Girder 7 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 6,2zus rvuv,o zo,o w„,—j,,"t,,, ,,". ,.,,." .,, y..— I D:lozl gTZB916U17099?r7Y5y4jC1-Q2riowfih8fkhTuvNhuCuXppl ItXmadhulSslQy3OD8 LOAD CASE(S) Standard Uniform Loads (pig Vert: 1-4=-70, 5-8=-20 Concentrated Loads (lb) Vert: 11=349(F=174, B=174) 13=-110(F=-55, B=55) 14=314 15=58(F=29, B=29) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2016 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 A� . building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iYliTek• 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 ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 8 DIAMOND SANDS T15915319 J37133-J37133A ZHJ7A Diagonal Hip Girder 2 1 �J37133_1_ol[ Job Reference o tional East Coast Truss, Ft. Fierce, VL3494b o.c<a,.w .,. ,1....,,.. ... ID:lozl gTZB916U17099?r7Y5y4jC1-uFO4?GgKSSnbJdT5xOQRRkMxSiAnV4er6yCPgsy3OD7 3-0-6 5-0.10 7.2-15 9-10-1 3-0-6 2-0-4 2-2-5 2-7-2 r 3x8 = I NAILED 2x4 I 22 12 3-0-6 7-2-15 9-9-8 9-1 -1 21-12 -5-10 4-2-9 2-6-9 0- 9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) BCLL 10.0 Rep Stress Incr NO WB 0.26 Horz(CT) BCDL 10.0 Code FBC2017rrP12014 Matrix -MS in (loc) I/deft Lid PLATES GRIP -0.09 6-7 >563 240 MT20 244/190 0.08 6-7 >658 180 -0.01 4 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x6 SP No.2 *Except* 2-6: 2x4 SP No.3 REACTIONS. All bearings Mechanical except (jt=length) 7=0-11-5. 6=0-11-5. (lb) - Max Horz 7=263(LC 8) Max Uplift All uplift 100 lb or less at joints) 5 except 4=115(LC 24), 7=-826(LC 8). 6=-322(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 4, 5 except 7=966(LC 31), 6=655(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-548/706, 2-3=-282/144 BOT CHORD 1-7=-659/572, 6-7=659/310 WEBS 2-7=-577/453, 2-6=320/681, 3-6=-397/310 Scale = 1:21.3 Weight: 43 Ito FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 3-9-3 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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 10.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. 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) 5 except (jt=lb) 4=115, 7=826, 6=322. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.14B"x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 309 lb down and 340 Ito up at 4-2-15, and 309 lb down and 340 lb up at 4-2-15 on top chord, and 395 lb down and 587 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard %%%I %,%OPS A q�e'���i i No 39380 i• s,O N A ; 111111 Thomas A. Alban) PE No.39380 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 Continued on page 2 A WARNING - Verify design pararrrelers and READ NOTES ON TNIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for 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 BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 8 DIAMOND SANDS • T15915319 J37133-J37133A ZHJ7A Diagonal Hip Girder 2 1 �J371331-ot Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=70, 5-8=-20 Concentrated Loads (lb) Vert: 11=349(F=174,B=174)12=-110(F=-55,B=-55)13=314 t7.ZZU s NOV l b ZU"10 NII 1 eK Inuus[nes, Inc. IVIUtI ue0 o I 1 o —uo GV t o —9e < ID:loz1 gTZB916U17099?r7Y5y4jC1-uF04?GgKSSnbJdT5xOQRRkMxSiAnV4er6yCPgsy3OD7 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mirek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary.and permanent bracing /g M!Tek* is always required for stabll8y and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 8 DIAMOND SANDS �J37133_1_ot T15915320 J37133-J37133A ZHJ8 Diagonal Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 6.221.1 s Nov ib;wits mi I eK inousines, inc. wion uec of io:vv:ui zu i o rage i ID:lozl gTZB916U170997r7Y5y4jC 1-MRyTDchyCmvSwn2H U6xgzyv6D6WtE Wk_LbxyMJy3OD6 10.9-6 3-0-6 5-4-0 6- 9-11.6 10.9-1 3-0-6 2-3-10 0-2- 4-5-1 0.9-11 NAILED 0-0.5 Scale = 1:24.9 NAILED NAILED oxo NAILED NAILED NAILED LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017rrP12014 CSI. TC 0.99 BC 0.93 WB 0.33 Matrix -MS DEFL. in Vert(LL) -0.38 Vert(CT) -0.37 Horz(CT) 0.03 (loc) I/defl Ud 7-8 >241 240 7-8 >248 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 50 lb FT = 0% 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 4-5-7 oc bracing. WEBS 2x4 SP No.3 *Except* 2-8: 2x6 SP No.2 REACTIONS. (lb/size) 5=36/Mechanical, 6=215/Mechanical, 8=236/0-11-5 Max Horz 8=288(LC 8) Max Uplift 5=-240(LC 11), 6=-195(LC 8), 8=-1005(LC 8) Max Grav 5=447(LC 24), 6=251(LC 28). 8=1237(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-653/706, 2-3=-589/769 BOT CHORD 1-8=-639/635, 7-8=414/669 WEBS 4-7=-393/256, 3-7=721/446, 3-8=-804/516 NOTES- 1) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=6.Opsf; h=30ft; B=84ft; L=60ft; eave=7ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11111// j�' 4) 'This truss has been designed for a live load of 10.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,,�►t� A. will fit between the bottom chord and any other members, with BCDL = 10.Opsf. % E N g • • '9.j, �� 5) Refer to girder(s) for truss to truss connections. ,���� .••� •• F••'. �� 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 Qt=lb) N O 39 380 5=240, 6=195, 8=1005. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NOS guidlines. � * r •• 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 309 lb down and 340 lb up at 587 lb 4-2-15 bottom The „'0 4-2-15, and 309 lb down and 340 lb up at 4-2-15 on top chord, and 395 Ito down and up at on chord. design/selection of such connection device(s) is the responsibility of others. back .013 .0Q�c�• 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or (B). LOAD CASE(S) Standard �j`ls1 • �.� R.X. 1) Dead + RoofLive (balanced): Lumber Increase=1.25, Plate Increase=1.25Unifo ,fill S�O N Ait l 111111 Vert: 1-5=70, 6-9=20 Concentrated Loads (lb) Thomas A. Albanl PE No.39380 Vert: 4=-106(F=-53, B=-53) 7=-28(F=-14, B=-14) 12=349(F=174, B=174) 14=-110(F=-55, B=-55) 15=314 16=58(F=29, MiTek USA, Inc. FL Cert 6634 B=29) 6904 Parke East Blvd. Tampa FL 33610 Date: January 1,2019 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev. 1010312615 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 Val 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/lPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3j4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-11fi r For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. `Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots., LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek® MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/rPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIfrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or puriins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIrrPI 1 Quality Criteria.