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AS =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY, DON'T LIFT TRUSSES WITH SPANS LONGER THAN. 30' BY THE PEAK. CONSULT BCSI 30' Span or less { . 1 60 degrees dI� d Q V p properly � � � I I Do not stand on truss s until they are braced per BC SI Walled to straps hangers .. RwwE �reob.waa oauw FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED ' •, S T BE ATTACHED AND B RA C E D PER ENGINEERING DETAILS PIGGY BACK TRUSSES MUST The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for 1 ! ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 35 410 IN LENGTH!! E '�_ =ram k�s rt determining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the. METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. k' ti undersigned agrees that no backchages will be allowed. In the event such written notice is furnished Chambers Truss shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option After ,odays delivery beFlorida Dfremedy will according lDstatute 558. t IS or less I I Tag line 1 /2 open -- �' Tag line 'APprox 2/3 to Lapprax.. 112 or Span - REFER TO BCSI - - -_ _ -� REFER TO BCSI — Truss must be set this way 'Ir crane is used. Truss must be set this way'Ir crane is used. Truss is an example, your truss may not match Truss is an example, your truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses are installed. Z• -- • -- -- AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C j requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. ! WARNING ! The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing In wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. 1 PLATES B CHAMBERS TRUSS REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN , - — - _ _.. CARRIED CARRYING HANGER ID FASTENER FOR FASTENER FOR TRUSS TRUSS CARRIED TRUSS CARRYING TRUSS I GIRD + GIRL ITHD28-2 (16)-10D (28)-16D �B3 GRB tTHD26-2 (12) 1OD (18)-16D B9 GRBTHD26-2 (12)10D (18)-16D - -- - I *Please refer to Standard Engineering package for general instuction on installing hangers 10d=0.148" x 3" 16d=0.162" x 3 1/2" OCONNECTIONS DESIGNED AND SUPPLIED BY OTHERS Hatch Legend CEILING AT 10'-2" CEILING AT 12'-4" LOAD BEARING AT 9'-4" LOAD BEARING AT 11'-4" LOAD BEARING AT 13'-4" e't NOTES. * INTERNAL BEARING WALLS REQUIRED AS SHOWN. * BUILDER TO UNDER FRAME CEILINGS AS NEEDED. SQUARE CUT END -12 2X4 TOP CHORD 5 r— WALL HEIGHT VARIES END DETAIL: TYPICAL 4-01 2_00_00 11 4. The undersigned acknowledges receipt of "BCSI" summary sheet by TPI & WTCA 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has the sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has to redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is CORNER DETAIL responsible to Chambers Truss for towing costs due to site conditions. NOT ` _- _ _ 6. Price as shown in p paragraph 7 below is subject to change if an changes are made in this la fee for revisions may be charged by Chambers Truss: g y g layout. A $ 50 per hour 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. 'Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of! ___ delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss 4 PIGGYBACK DETAIL ;reasonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be - a MATERIAL & LABOR TO ATTACH PIGGYBACKS added for all sums not paid within terms. IL THE RESPONSIBILITY BICITY or THE BUILDER 8. Signature or initials anywhere on this sheet oonsfitutes agreement to all terms herein. FOOFF.4WRETORTTAD LOSS WMUNILURE UIN FAILURE OF . INSTALLATION pRI- LOSS OF LIFE. FAILURE GW OCCUR OUR'. O. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees NSTALurION OR LITER payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the 'undersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the'. ^C w.-.,....... 'recipient. L °^ 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to -=a-^ herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSUTPIIWTCA 4 - 2002"" ' --- - - 12. Warranty is per Chambers Truss Warranty attached. Awn w..lmma I DATED 151GNED i POR TITLE I A spreader bar may be required per BCSI to prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing are required and can save life n P e and property rY P 9 q P PertY and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS T IJSS INC I 3105 Oleander Avenue Fort Pierce, Florida 34982.6423 I 800.551.5932 Fort Pierce 772-465.2012 Fax 772.465.8711 Vero Beach 772-569.2012 Stuart 772.286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM 'I I i I I MITEK VERSION 7.4.1.431 _ LOADINGIDESIGN CRITERIA REDUCIBLE ' PER CODE SUCH AS SBC 16046.1 DESIGN CRITERIA County ST. LUCIE Building Department ST. LUCIE COUNTY Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material METAL in P Load m SF Roof R.D.L. 9 Floor I Top Chord Live 30 0 Top Chord Dead 15 4.2 0 Bottom Chord Live *10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 65 7.2 0 Duration Factor 1.33 0 Wind Speed 170mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15, Building Type Enclosed Building Category II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 R.D.L.=Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record SQUARE CUT END - 2X4 TOP CHORD 12 Chambers Truss Inc. Drawing Name: 75965 WALL HEIGHT 11' 4" 51- SCALE: 3/16" = 1 I -oil END DETAIL: FAMILY RM 251 total trusses, 93 unique designs Designer: RI_C Reviewed by: RLC Date; 04/29/19 -00-00 FOR 4-01 JAVIER PEREZ 08-06 DESCRIPTION: 2-00-00 `-� PEREZ RESIDENCE Page 1 of 1 CUSTOMER INITIALS EACH PAGE 75965 Lumber deli n v RUTA are in accordance with ANSI/TP.I 1 section 6.3 a. 9 . These truss 'designs rely on lumber values established: by others. MiTeke.. RE:: Q57241 - PEREZ RESIDENCE - MiTek USA, Inca Site Information:: Tampa,L 3 115 6904 Parke. East. Blvd •Customer Info: JAVIER PEREZ Project Name: PEREZ RESIDENCE, Model: F 3610 4 Lot/Block: r Subdivision: Address:- BRIDLEWOOD"WAY City: FORT PIERCE State: FL Name Address and License # of Structural Engineer of Record, If there is one,. for the building... Name:: License #::. Address: City: State: General. Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special. Loading ;Conditions): Design Code:. "FBC2017/TP1201.4 . Design Program: MiTek 20/20 8.2 :Wind Coder ASCE"7-10 Wind Speed: 170 mph . Roof Load: 55.0 psf Floor Load: 1V/A psf This package includes 93 individual,- Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this. sheet, 1" hereby, certify that I am the. Truss .Design Engineer.and this index sheet - conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name ,Date :.• No. Seal# . Truss Name Date - 1 1 T16917358 1 A 4/30/19 118 1 T16917375 1 B9 4/30/19 12 I T16917359 J Al 1 4/30/19 1 19 1 T16917376 1 C 1 4/30/19 1 13 1 T16917360 1 A2 1 4/30/19 120 -1 T16917377 1 C1 - 1 4/30/19 14 1 T1 6917361 1 A3 1 4/30/1.9 :121 1 T16917378 1 C2 1 4/30/:19 15 1 T16917862 1 ATA 1 4/30/19 122 1 T169178791 C3 1 4/30/19 16 .... 1 T16917363 I ATB ... 1 4/30/19 123 . 1 T1 6917380 1 C4 ... 1 4/30/19 17 13169173641 ATC 1 4/30/19 124 j T16917381 1 C5. - 1 4/30/19 � 18 1 T16917365 1 ATD 1 4/30/19 •125 1 T169173821 C5 1 4/30/19. 19 I T16917366 1 B 1 4/30K9 126 1 T169173831 C7 1 4/30/19: 110 I T16917367 I B1 1 4/30/19 127 1 T169173841.D 1 4/30/19 111. -j T16917368 1 E12 1 4/30/19 128. : 1 T1 6917385 1 D1 . 1 4/30/19 112. 1 T16917369 1 B3 1 4/30/19 129. 1 T16917386 1 D2 ... 1 4/30/19 113 1 T16917370 1 B4 1 4/30/19 1 30 1 T16917387 1 D3 1 4/30/19 1 114 1 T16917371185 1 4/30/1.9 . 131 1 T169173881 D4 1 4/30/19 � 1 15 I T1.6917372 1136 1 4/30/19 132 :. 1 T16917389 1 D5 .' ::. 1 4/30/19 116 I T16917373 1 B7 1 4/30/19 133 . 1 T1 6917390 1 D6 1 4/30/19 1.17 I T16917374 1138, 1 4/30/19 •134 1 T1 6917391 1 D7 4/30/19 The truss dr-awing(s) referenced: above have been,prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss. Design Engineer's. Name: Finn, Walter:: My license. renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these:truss:component designs:is"a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs:comply with 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. No 2283:9. STATE "OF : 4/ O� At .< O R l0; 0,/ N A Walter P. Finn PE No.22839 Mrrek:usx Inc. FL Cert 6634 6904 Parke East Blyd. Tampa FL 33610 Date: April 30,2019 Finn, Walter. 1 of 2 .. RE: Q57241 - PEREZ RESIDENCE Site Information: Customer Info: JAVIER PEREZ Project Name: PEREZ RESIDENCE Model: Lot/Block: Subdivision: Address: BRIDLEWOOD WAY City: FORT PIERCE State: FL No. Seal# I Truss Name Date No. Seal# ITruss Name Date 35 1 T16917392 D8 4/30/19 178 1 T16917435 1 MHV14. 4/30/19 136 1 T169173931 D9 1 4/30/19 179 1 T16917436 1 MHV16 1 4/30/19 137 1 T16917394 1 E 1 4/30/19 180 1 T16917437 1 MHV18 1 4/30/19 138 1 T16917395 1 El 1 4/30/19 181 1 T16917438 1 MV2 1 4/30/19 139 1 T169173961 E2 1 4/30/19 182 1 T16917439 1 MV4 1 4/30/19 140 1 T16917397 1 E3 1 4/30/19 183 1 T16917440 1 MV6 1 4/30/19 141 T16917398 1 G 1 4/30/19 184 1 T1 6917441 1 MV8 1 4/30/19 142 T16917399 1 G 1 1 4/30/19 185 1 T16917442 1 MVA 1 4/30/19 143 T16917400 1 GRA 1 4/30/19 186 1 T1 6917443 1 MVB 1 4/30/19 144 1 T16917401 1 GRB 1 4/30/19 187 1 T16917444 1 P 1 4/30/19 145 1 T16917402 1 GRC 1 4/30/19 188 1 T16917445 1 P1 1 4/30/19 146 1 T16917403 1 G RD 1 4/30/19 189 1 T16917446 1 P2 1 4/30/19 147 1 T16917404 1 GRE 1 4/30/19 190 1 T16917447 1 P4 1 4/30/19 148 1 T16917405 1 G R F 1 4/30/19 191 1 T169174481 PBA 1 4/30/19 149 1 T16917406 1 G RG 1 4/30/19 192 1 T16917449 1 PBB 1 4/30/19 150 1 T16917407 1 G RK 1 4/30/19 193 1 T16917450 1 V4 1 4/30/19 151 1 T16917408 1 GRL 1 4/30/19 152 1 T16917409 1 GRM 1 4/30/19 153 1 T16917410 1 GRN 1 4/30/19 154 1 T1 6917411 1 GRP 1 4/30/19 155 I T16917412 I J 1 1 4/30/19 156 I T16917413 I J2 1 4/30/19 157 I T16917414 I J3 1 4/30/19 158 I T16917415 I J5 1 4/30/19 159 I T16917416 I J7 1 4/30/19 160 I T16917417 1 JA 1 4/30/19 161 I T16917418 1 JA1 1 4/30/19 162 I T16917419 1 JA3 1 4/30/19 163 I T16917420 I JB3 1 4/30/19 164 1 T16917421 1 JC7 1 4/30/19 165 1 T16917422 1 K 1 4/30/19 166 1 T16917423 1 K1 1 4/30/19 167 1 T16917424 1 KJ2 1 4/30/19 168 1 T16917425 1 KJ3 1 4/30/19 169 1 T16917426 1 KJ5 1 4/30/19 170 I T16917427 1 KJ7 1 4/30/19 171 I T16917428 1 KJA 1 4/30/19 172 I T16917429 1 KJB 1 4/30/19 173 1 T16917430 1 M 1 4/30/19 174 1 T1 6917431 1 M1 1 4/30/19 175 1 T16917432 1 M2 1 4/30/19 176 1 T16917433 1 MHV10 1 4/30/19 177 1 T16917434 1 MHV12 1 4/30/19 2 of 2 Job Truss Truss Type .:' Qty. .: Ply PEREZ RESIDENCE T16917358 Q57241 : A :.: Hip Job Reference (optional) S;hambers I cuss, Inc., I-ort Pierce, 1-L .. 8.220. $. Nov 16-2018 MI I eK Industries, Inc. I ue Apr 3U u8:38:26 2u19 rage 1 I D:TrsM7eShmCk5FgpUwtpnnhy87Le-MAIiJ8LIophXrQz7J9ZEOi9pBBMihz76rdj9?QzLaYh 2-0-0 ,. 5-8-12 9-0-0 : 14-4.0 17-7-4 23.4-0 25-4-0 2-0-0 5-8-12 3-3-4 5-4-0 3-3-4 5.8-12 2-0.0 .. ::a Scale = 1:44.9 5x6 = .5z6 = .. 4 19 20 5 0 Ip a 4x4 =" 3x4 =°%° 3x4 = "' 4x4 = 9-0.0 14.4-0 23.4 0_ 9-0.0 5.4-0 9-0-0 Plate Offsets (X Y)-- f4:0-3-0 0-2-41 f5:0-3-0 0-2-41' LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0. Plate Grip DOL:: 1.33 TC, .0.35 Vert(LL) , -0;30 11-14 >946 360 MT20 244/190 TCDL '15.0 LumberDOL 1.33 BC0.49 Vert(CT) -0.45 11-14 >616 24'0 . BCLL 0.0 Rep Stress [nor YES WB 0.20 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) -0.17 11-14 >999 240 Weight:101 lb FT=20% LUMBER- -BRACING- TOP CHORD 2z4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-3-8:oc puffins. BOT CHORD 2x4:SP M 30 BOT CHORD_ Rigid ceiling directly applied or 6-9-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1468/0-8-0, 7=1468/0-8-0 Max Hoiz 2=-165(LC 10) Max Uplift 2=-711(LC 12), 7=-711{LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250.(Ib) or less except when shown. TOP CHORD 2-3==2497/1381, 3-4=-2081/1154, 4-5=-1873/1119, 5-6=-2081/1154, 6-7=-2497/1381 BOT CHORD 2-11=-1106/2281, 9-11=-793/1878, 7-9=-1144/2250 WEBS 3-11=-545/429, 4-1 1=-167/460,5-9=-167/461, 6-9=-545/429 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=4.2psf;'BCDL-3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp, C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 9-0-0, Exterior(2) 9-0-0 . . to 13-2-15, Interior(1) 13-2-15 to 14-4-0, Exterior(2) 14-4-0 to 18-6-15, Interior(1) 18-6-15 to 25-4-11 zone;G-C for members and . forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,-60 3) .Provide adequate drainage, to,prevent water ponding.. . 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) '. This truss has been designed for a live load of 2b.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 = 1.0.0psf. 6) Provide rilechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb .uplift at joint(s) except at=lb) 2=711,7=711. Walter P. Finn PE No.22639 ' MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 - t Date: " ;April 30,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/rEK REFERANCE PAGE W-7473 rev. 1WU2015 BEFORE USE: Deslgn valid for use only with MIt6W 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 Applicabllity 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 . 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,'seeANSVTP11 Quality Cdlerla,.DSB$P and BCSI Bullding Component . Safety Informatlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiTek� . 6904 Parke East Blvd; Tampa, FL 33610 Job Truss Truss Type . Qty. Ply PEREZ RESIDENCE 'r T16917359 057241 Al Hip 1 1 Job Reference o tionalj- ynamoers i russ, Inc., . , t-ort rierce, ru n.zzu s. rvov 1 b zu1 rs ml i eK mausines, Inc. I ue r+pr ou un:at3:zr zui a rage i " ID:TrsM7eShmCk5FgpUwtpnnhy87Le-gMs4XTLWZ7pOTaYJtt4TYvi7oYkmOLvG4HSiXszLaYg 2.0-0 5.9-14 11-0-0 12_4.0 , 17-6-2 . . 23-4-0 25-4.0 2-0-0 5-9-14 5-2-2 1-4.0 5-2-2 5-9-14 2-0-0 Scale = 1:44.9 " .. 4x4 = .. 4z4 = 4. 5 a 12 11 10 9 13 Sx4_ _ 2x3 II 3x6 =3x4 = 3x4 _ 2x3 I 3x4 = 5-9-14 11-0-0 12-4.0 17-6-2 23-4-0 5-9-14 5-2-2 1.4-0 5-2-2 5-9.14 Plate Offsets (X Y)-- [2:0-0-14 Edge] [7:0-0-14 Edge]" " LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 .:. Plate Grip DOL 1.33 TC- 0.30 Vert(LL) -0,09 10 >999 360 : ; . MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC' 0:37 Vert(CT) -0.18 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB . 0.55 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS :Wind(LL) 0.09 9-10 >999 240 Weight: 115lb FT=20% LUMBER!, — BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-4-8'oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied_ or 7-1-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1468/0-8-0, 7=1468/0-8-0 Max Horz 2=195(LC 11) Max Uplift 2=-711(LC 12), 7=-711(LC 12) :FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250.(lb).or less except when shown. .TOP CHORD 2-3=-2579/1294, 3-4=-1819/992, 4-5=1598/977, 5-6=-1819/992, 6-7=-2579/1293 . BOT CHORD 2-13=7102812306, 11-13=-1028/2306,.16-11=-600/1598, 9-10— 1066/2806, 7-9=-1066/2306 WEBS 3-11=-837/519, 4-11=-207/398, 5-10=-207/398, 6-10==837/518 :NOTES-sp :1) Unbalanced roof live loads:have been considered for this design. 2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; T.CDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft;-Cat... II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 0-7-13, Intedor(1) 0-7-13to l l-0-0, Extedor(2) 11-0-0 to 16-6-1,5, Interior(1) 16-6-15 to.25-4-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=,1.60 3)'Provide adequate drainage to'prevent water ponding. = 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been'designed for a live. load of 26.6psf on the bottom chord in all areas where a rectangle:3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other;members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100.Ib uplift at joint(s) except at=1b) 2=711, 7=711. :.. " Walter P. Finn: FIE No.22839 . • MiTek USA, Inc. FL Cart 6634 6900arktt East Blvd. Tampa FL 33610. . Date: :. fA April 30,2019 Q :WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev, 1WOM2015 BEFORE USE. I Design valid for use only with MIT6W 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 IT®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,:seeANSVTPII Quallty CIBerla,MS11-89 and BCSI Bu9ding Component . 6904 Parke.East Blvd. Safety Informationavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type .Qty .: Ply PEREZ RESIDENCE T16917360 Q57241 A2 Common 63 1 Job Reference(optionaiji ynamoers i russ, Inc., t-on Tierce, t-L B.ZZu s, NOV 1 u zul d mi i eK inaustnes, Inc. i ue Apr 3u u8:3B:z/ zul a rage 1 " " ID:TrsM7eShmCk5FgpUwtpnnhyB7Le=gMs4XTLwZ7pOTaYJtt4TYvi_Kr5QP8G4HSiXszLaYg -2-0.0 6-1-14. .:11.8-0 17-2-0 22-8-0 2-0-0 6-1-14 5.6-2 5-5-15 5.6-1 Scale = 1 i39.8 45 4 3x4 = one — - 4x5 7-10-11 15-5-4 22-8 0 7-10-11 7-6-9' 7-2-12 Iffsets (X,Y)-- [2:0-0-10,Edgel, [7:0-3-3,0-2-01 " LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0; Plate Grip DOL: - 1.33 TC 0.33 Vert(LL). -0.09 8-10 >999 360 MT20 244/190 TCDL - 15.0 Lumber DOL 1.33 "BC 0.42 Vert(CT) -0.20 8-10 >999 " 240 BCLL 0.0 .' Rep Stress Incr YES WB 0.28 HOrz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014.: Matrix -MS :Wind(LL) 0.09 &10 >999 240 Weight:104Ib FT=20 LUMBER- BRACING- .. TOP CHORD 2x4 SP M 30 TOP CHORD : - Structural wood sheathing directly applied or 4-5-3 ob purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-2-7 oc bracing. WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 2-6-0 REACTIONS. (lb/size) 7=1238/Mechanical, 2=1440/0-8-0 Max Harz 2=198(LC 11) Max Uplift 7=-514(LC 12), 2=-705(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250'(Ib) or less except when shown. TOP CHORD 2-3=-2466/1204, 3-4=-2163/1133, 4-5=-2062/1113, 5-7=-2257/1168 BOT CHORD 2-10— 1040/2202, 8-10=-589/1439, 7-8=-964/2044 WEBS 3-10=-537/399, 4-10=-358/769; 4-8— 300/638, 5-8=-452/346 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=4.2psf; BCDL=3:0psf; h=.15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl:, GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 11-8-0, Exterior(2) :: 11-8-0 to 14-8-0, Interior(1) 14-8-0 to 22-8-0 zone;C-C for members and forces & MWFRS for -reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib upliff at [bint(s) except at=lb) . 7=514, 2=705. . . Walter P. Finn:PE N6.22839 . : MiTek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date; .April 30,2019 ,&'WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERA'NCE PAGE Mll-7473 rev. 10/0312015 BEFORE USE Design valid for use only with MiTel fay connectors. This design is based only upon parameters. shown, and Is for an Individual building component, not o,truss system. Before use, the bullding 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,.seeANSVIPl1 Quality Cftrla,:DSB-89 and BCSI Building Component - 6904 Parke;East Blvd. Safety Informationovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type .:' Qty Ply PEREZ RESIDENCE F. T16917361 Q57241 A3_ :. Monopitch 1 J. Job.Reference (optional)' ,,ynamoers i russ, inc., 't-ort rlerce, t-L t1.ZZU, S. NOV 1 b ZU1 t5 MI I eK Inausines, inc., 1 Ue Apr JU Ut1::1tl:zd Zulu rage 1 ID:TrsM7eShmCk5FgpUwtpnnhy87Le-JYQSkpM4KRxF4k7W Raci57FAey8H9whPIxCG3JzLaYf Plate Offsets (X,Y)-- [2:0-0-10,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL - 30.0 Plate Grip DOL : 1.33 TC_ :0.29 Vert(LL) -0.01 4-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.10, Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB . 0.00 Horz(CT) 0.00 2 n/a n/a BID DL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.01 . 4-7 .>999 240 Weight: 18lb FT=20% .' LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals: WEBS 2x4 SP No.3 _ BOT CHORD - Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=163/Mechanical, 2=446/0-&O ..: Max Hori 2=177(LC 12) : : Max Uplift 4=-57(LC 9), 2=-295(LC 12) Max Grav 4=i 65 7 , 2= 6 1 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=4.2psf; BCDL=3.Opsf; h=1'5f;.B=45ft; L=24ft; eave=4ft; Cat., Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 3-10-4 zone;C-C for members and forces & MWFRS for reactions shown; :Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a.live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other.members. 4) Refer to girder(s) for truss to truss connections: 5) Provide mechanical connection,(by'others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4,excapt at -lb) 2=295. 0 WARNING -'Verify design. parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. f0/03/2015 BEFORE USE. nly Design valid for use owith MITek® connectors. This design is based only upon parameters:shown, and isfor 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,:seeANSVFPll Quality CrBala,'DSB-89 and BCSI Building Component . 6904 Parke East Blvd. Safety Infomlatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. .. ... Tampa, FL 33610 .. Job Truss Truss Type City ' Ply PEREZ RESIDENCE T16917362 Q57241 ATA ATTIC 1 1 Job Reference optional knamoers I russ, Inc., tort rlerce, rL mzzu S Nov i o,zui tl MI I eK InausineS,, Inc.. I ue Apr ou U6:jmzu zui 9 rage] I D:Trs M7eS hmCk5 Fqp Uwtpnnhy87Le-nl_ry9NB5k36i ui i? I7xeKnAs M HZuAHZXbxp clzLaYe 2.0-0 6-4-10 5-8.13 4-10-3 2-5-5 3.10-4 6x8 = :.. .:. 6xB = 5x6 = 4x8 5x10 = 5.00 F12 .. 23 7 24 B 26. . 9. 4x5 = 3x4 11 5x8 MT18HS= 3x4 = 3x10 II 4x6 = 6-10-2 12-1-7 19.4-15 23-3-3 5.8-13 7-3-6 3-10-4 12,0-1-81 20 0 0 N . Scale = 1:53.9 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL . 1.33 TC. 0.96 Vert(LL) -0.53 12-14 >522 360 MT20 244/190 TCDL 15.0 LumberDOL 1.33 BC' 0.93 Vert(CT) -0.95 12-14 >290 - 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB . 0.87 Horz(CT) 0.13 20 n/a n/a BCDL 10.0 i Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.51 12-14. >536 240 ...Weight: 181 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-9-14 be puffins, BOT CHORD 2x6 SP 240OF 2.0E except end verticals. WEBS 2x4 SP No.3 'Except BOT CHORD Rigid ceiling directly applied or 7-8-13 oc bracing. 9-10,6-15:.2x4 SP M 30, 8-11: 2x8 SP 240OF 2.OE WEBS 1. Row at midpt 3-12, 8-10 ' OTHERS 2x8 SP 240OF 2.0E JOINTS 1 Brace at Jt(s): 16 ' REACTIONS ' Ib/ • 2-1598/0-8-0 20-1510/0-7-4 • . (.sae) — - Max Harz 2=508(LC 1.2) Max Uplift 2==659(LC 12), 20=-591(LC 12) Max Grav 2=1691(LC 18), 20=1 836(LC .18). FORCES.: (lb) - Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3420/1200, 3-5=-2110/626: 5-6=-1867/685, 6-7=-348/658, 7-8=-252/539, 10-17=-886/2058, 9-17==886/2058 'BOT CHORD 2-14=-1498/3158, 12-14=-1498/3158, 11'-12=-814/1887, 10-11=-541/1265 - WEBS 3-14=-208/532, 3-12=-1397/752, 5=12=6/286, 1.1-15=-401/1426, 8-15=:505/1596, 8-10=-2879/1235, 6-16=-2409/1051,-15-16=-2426/1066, 9-20= 1841/791 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3=second gust) Vasd=132mph; TCDL=4'.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24fh. eave=4ft; Cat. 11; Exp C; Encl., GCpW0:18;:MWFRS (directional):and C-C Exterior(2)-2-0-11 to .1-0-10; Interior(1) 1-0-10 to 16-11=10; Extedor(2) 16-11-10 to 21-2-8, Interior(1) 21-2-8 to 22-6-3 zone;C-C for. members and forces & MWFRS for reactions shown; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent:with any; other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on'the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling.dead load (5.0 psf) on member(s). 5-6, 6-16, 15-16 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room.. 11-12 8) Bearing at joint(S) 20 considers parallel'to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify .:capacity of bearing surface::.: _ 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) M59,.20=591.. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 113 [b.down and 50 Ib up at : 13-0-0' 113 Ib down and 50 Ib up at 15-0-0, and 113 Ib down and 50 'Ib up at 16-2-0, and 113 Ib down and 50 Ib up at 18-2-0 on top chord. The design/selection of such connection device,(s) is the responsibility of others: 1 t).ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Walter P. Finn:PE No.22839 MiTek USA, Inc. FL Cori 6634 6904 Parke East Blvd. Tampa FL 33610 Date-,' :April 30,2019 A:WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCEPAGE MX7473 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 , WWI 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,:seeANSVIPll Quality Criteria,'DSB-89 and BCSI Bu0d4rp Component' 6904 Parke_East Blvd. Safety Infonnalbnavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type " . . City. Ply PEREZ RESIDENCE T16917362 Q57241 ATA ATTIC 1 1 Job.Reference (optional) :WARNING -Verily design; parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE.PA'GE M11-7473 rev. 10/0&2015 BEFORE USE ' ' Design valid for use only with MiTek® connectors. This design Is: based only upon porameters'shown, and Is1or an Individual building component, not OJTss system. Before use, the building designer must verify the appllcabllity of design parameters and properly Incorporate this design Into the overall bullGing 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, seeANSWIT Quality Crlteda,.D31111-89 and BCSI Building Comporiont' - 6904 Parke: East Blvd. Safety Infonnatbnovalloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. .. Tampa, FL 33610 Job Truss Truss Type . Qty. Ply PEREZ RESIDENCE T16917363 Q57241 ATB ATTIC 1 1 Job.Reference (optional) ;Ynambers I russ, Inc., .. torttierce, tL • . d.ZZU 5, Nov I b•Zul d MI I eK Inauslnes, Inc.. I ue Apr dU ub:dd:du zui u, rage 1 I D:TrsM7eShmCk5FgpUwtpnnhy87Le-FxYD9VOps2BzK2HuY?eAAYKPNIezdd W imFhMBBzLaYd -2-0-0 6-4-10.' 12-1-7 15-5-10 11-415 23-3-3 2-0-0 6-4-10 5-8-13 3-4-3 3-11-5 3-10-4 Scale = 1:49.2 6x8 = 6x8 5x .:.8 MT18HS .. ' 2x3'11 5x14 .. . - 5:00 F12 23 7 24 25 6 .9 ... =. " 3x4 11 6x8 - 3x4 = 7-0-0 3�C8 11 5x6 = 6-4-10 12.1-7 19-4-15 23-3-3 6.4-10 5-8-13 7-3-8 3-10-4 Plate Offsets (X Y)-- r2:0-6-ir0-2-3] [7:0-6-0 0-2-8][9:0.3-12,0-3-01,[15:0-7-0,0-3-4'] LOADING (psf) SPACING- 2-070, CSI. -DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TO 0.72 Vert(LL) -0.30 12 >907 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.79• Vert(CT) -0.55 12-14 >499 240 MT18HS 244/190 BCLL - 0.0 ' Rep Stress Incr' _ NO WB . 0.88 Horz(CT) OA2 20 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS .:Wind(LL) 0.30 12-14 >926 240 Weight:173lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc pur[ins, BOT CHORD 2x6 SP No.2 'Except` except end verticals: 10-13: 2x6 SR 240OF 2:OE BOT CHORD Rigid ceiling directly applied or 5-10-4 oc bracing.' WEBS 2x4 SP No.3 *Except* -WEBS 1 Row at midpt 10-15 .. 9-10: 2x4 SP M 30 JOINTS 1 Brace at Jf(s): 16 . .. OTHERS 2x8 SP 240OF 2.0E REACTIONS. (lb/size) 2=1598/0-8-0, 20=1507/0-7-4 Max Horz 2=470(LC 12) Max Uplift 2= 670(LC 12), 20=-582(LC 12) Max Grav 2=1689(LC 18), 20=1822(LC 18) FORCES.: '(Ib) - Max. Comp./Max. Ten. - All.forces 250 (lb) or less except when shown. TOP CHORD-2-3=-3345/1227, 3-5=-2273/758; 5-6=-1905/755, 6-7=-272/616, 7-8=-1590/3111, 8-9=71454/2876, 10-17=-1216/2754, 9=17==1216/2754 BOT CHORD 2-14=-1488/3089, 12-14=-1488/3089, 1'112= 888/2020, 10-11=-886/2045 WEBS 3-14=-95/364, 3-12=-1176/659, 5-12=-32/52611-1.5=7145/906, 8-15=-596/403, .. 10-15= 3592/1556, 6-16- 2528/1083, 15-16=-2512/1082, 7715=-2724/1452, 9-15=-3153/1584, 9-20=-1830/780 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24fteave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)72-0-.11 to 1-0-16, Interior(1) 1-0-10 to 15-5-10, Exterior(2) 15-5-10 io 19-4-15, 1nterior(1) 19-4-15 to 224-3 zone;C-C for members and forces & MW FRS for reactions: shown; Lumber , DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage. to;ptevent water ponding.; • 3) All plates are MT20:plates unless otherwise indicated: 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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-O.wide " will fit between the bottom chord and any other members. 6) Ceiling dead load (5,0,pso on member(s). 5-6, 6-16,•1.5-i6 7 Bottom chord live load 40.0 psf)and additional bottom chord dead load 5.0psf).a lied only to room. 11-12 . (. ( pP y 8) Bearing at joint(s) 20 considers parallel to grain valueusing ANSIlTPI 1 angle to grain formula. Building designer should verify capacity. of bearing surface. .. . " ' I.9) Provide rnechan'ical connection (by others):of truss to bearing plate capable of withstanding 100.Ib uplift at joint(s) except 6t=lb) Walter P. Finn:PE tVo.22839. 2=670, 20=582.: MiTek USA, Inc. FL Cert 6634 10) Hanger(s) or other connection devioe(s) shall be provided sufficient to support concentrated load(s) 113 lb down and, 50 lb up at 8904ParkeEast Blvd. Tampa FL.33810. ''13-0-0, 113 lb down and 50 lb up at 15-0-0, and 113 Ib down and 50 lb up at _16-2 0., Arid 1,13 lb down and 50 lb'up at '1,8-2-0 on Date: top chord. The design/selection of such connection device(s) is the responsibility of others: ,11) ATTIC:SPACE SHOWN IS DESIGNED AS.UNINIiABITABLE. . :: : : April 30,2019 A:WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCEPAGE M11-7473 rev. f0103/2015 BEFORE USE. Design valid for use only with MIT ek.0 connectors. This design is. based only upon parameters shown, and is for an Individual bullding component not a.huss 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 preventcollapse with possible personal Injury and:property damage. For general guidance regarding the _ fabrication; storage; delivery, erection and bracing of trusses and truss systems,:seeANSVrPII Quality Crffoda,.DSB.89 and BCSI BuBdkrp Component . 6904 Parke:East Blvd. Safety Informationavoilable from Truss Plate Institute, 218 N. Lee Sheet. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 .. . Job Truss Truss Type City., Ply PEREZ RESIDENCE T16917363 Q57241 ATB ATTIC 1 1 Job Reference (optional) A, :WARNING - Verify design: parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCEPA'GE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MlTek9 connectors. This deslgn Is. based only upon parameters shown, and Is for an Individual building camp onent, not a,truss system. Before use, the building designer must verify the applicability of design parometers.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 oiways.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,:seeANSViPII Quality CrHarla,:DS111-119 and SCSI Buldtng Component . 6904 Parke East Blvd. Safety Infoanationovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply PEREZ RESIDENCE T16917364 Ci57241 ATC ATTIC 1 1 .. Job.Reference (optional) khambers I russ, Inc., t-ort Fierce, l-L .. ti.zzu s. Nov 16 zul tS Mr I eK inausines, Inc. rue mpr ou uo:Jo:3I eu I e rage I. I D:TrsM7eShmCk5FgpUwipnnhy87Le-j76bMrORdMJgxBs46i9PjltZY90IM2Nr?vOwgezLaYc 2-0-0 7.0-0 12-1-7 13-5.10, 19-4-15 23-3-3 2.0.0 7-0-0 ' 5-1-7 1-4-3 5-11-5 - ' 3.10.4' Scale = 1:49.2 1 0 2x3 = 4x8 11 3x6 = 4x16 = 6x8 = 5.00 12 2x3 11 6 7 24 25 - 2627 8 .96xB = 4x5 = 3x4 I WO MT18HS = 3x4 = 7x8 = 3x6 11 . . . .. y-0-0 7-0-0.. 12.1-7 _ 19-4-15 23.3-3 7-n-n 5.1-7 - - -7 4 R r. : 3.10-4 LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.82 Vert(LL) -0:36 12-14 >764 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC" 0.69_ Vert(CT) -0.66 12-14 >417 240 MT18HS 244/190 BCLL 0.0 •' Rep Stress Incr NO WB 0.96 Horz(CT) 0.08 20 n/a n/a BCDL 10.0 Code FBC2017rrP12014.:. Matrix -MS Wind(LL) 0.36 12-14 >776 240 Weight:189lb FT=20% LUMBER- BRACING - TOP CHORD 2x4,SP M 30 TOP CHORD . - Structural wood sheathing directly applied or 3-10-2 oc pudins, BOT CHORD " 2x6 SP 240OF 2.0E except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 8-11. 2x4 SP M 30 OTHERS 2x6 SP 240OF 2.0E *Except* 9-17: 2z8 SP 240OF 2.0E LBR SCAB 10-13 2x6 SP 24001F-2,OE one side REACTIONS. (lb/size)' 2=1599/0-8-0, 20=1509/0-7-4 Max Horz:2=420(LC 12) Max Uplift 2=-683(LC 12), 20=-567(LC 12) Max Gram 2=1685(LC 18), 20=1808(LC 18) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250,(Ib) or less except when shown. TOP CHORD 2-4=-3344/1316,'4-5=-1963/680, 5-6=-1811/773, 6-7=-998/550, 7-8=-938/505, 10-17= 894/421; 15-17=-931/432, 9-15=-824/1957 BOT CHORD .. 2-14=-1504/3059, 12-.1.4=-1504/3059, 11-12=-149/1734 WEBS.. 4-14=-306/707, 4-12=-1519/865; 11-16=-149/691,:8-16=-129/724, 11-15=-942/2169, 6-16=-810/303, 8-15=-2336/1025, 9-20=-1819/762 NOTES- 1) Attached 12-11-11 scab.10 to.13, front face(s) 2x6 SP 2400F.2.0E with 2 row(s) of 10d (0.131 "x3") nails spaced 9".o.c.except : starting at.070-0 from end at joint 13, nail 2 row(s) at 3" o.c. for 3-5-3; starting at 8-8-11 from end at.joint.l3,:nail 2 row(s) at 7" o.c: for 2-0-0; starting at.10-9-15 from end:at joint 13, nai12 row(s) at 4".o:c: for 2-0-0. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. Il Exp C; Encl., GCpi=0.18;:MWFRS (directional) and C-C Extedor(2)-2-0-11 to 1-0-10, Intedor(1) 1-0-10 to 13-5-10, Exterior(2) 13-5-10 to 17-8-8, Interior(1) 17=8-8 to 22-6-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 " plate grip DOL=1.60. - ' "' 3) Provide adequate drainage to prevent .water Bonding. 4) All plates are MT.20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load noilconcurrent with any other live loads: 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling.dead.load (5.0 psf) on member(s).5-6, 6-16- .. 8) Bottom- chonJ11ive load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to. room.l 1-12 a Walter P. Finn:PE No.k839 . 9) Bearing at joint(s) 20 considers parallel.to grain value using ANSI/T'PI.1 angle to grain formula. Building designer should verify.. MiTek USA, Inc, FL deri G034 capacity of bearing surface.8904 Parke East Blvd. Tampa FL 33810 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) Date: 2=683, 20=567. -April 30.2019 :WARNING -Verify des/g'n parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Mt44 Design valid for use only with connectors. This design Is. based only upon parameters:shmvin, and Is for an Individual building component, not 0, 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�®k" Is always required for stability and to preventcollapse with possible personal Injury and, property damage. For general guidance regarding the . .: . fabrication; storage; delivery, erection and bracing of trusses and truss systems,:seeANSVIPII Quality Cdteda,.DSB$9 and BCSI Building Component . 6904 Parke East Blvd: Safety Infonnationavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply PEREZ RESIDENCE T16917364 Q57241 ATC ATTIC 1 1 Job.Reference (optional) ynamoers I russ, Inc., . ran Tierce, M o.Zzu S. IMov I O2u 10 Ivu I en Inausmes, Inc.. r ue mpr ou uo:ao:a i Zu i a rage Z I D:TrsM7eShmCk5FgpUwtpnnhy87Le.j76bMrORdMJgxBs46i9PjltZY90j M2Nr?vQwgezLaYc NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 113 lb down and 50 lb up at 13-0-0, 113 lb down and 50 lb up at 15-0-0, and 113 lb down and 50 lb up at 16-2-0, and 113. lb down and 50 lb up at 18-2-0. on top chord. The design/selection of such connection-device(s) is the ' responsibility of others. . 12) ATTIC SPACE SHOWN -IS DESIGNED AS UNINHABITABLE. 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 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pif) Vert: 1-5=-90, 5-6=-100, 6-7=-90, 7-9=-90; 2-12=-20, 11-12=-30, 10-11=-20, 6-16=-10 Concentrated Loads (lb) Vert: 6=-75(F) 24=-75(F) 25=-75(F) 27=-75(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCEPAC.E -7473 rev. 1010312015 BEFORE USE: MO Design valid for use only with MiTek® connectors. This design Is: based only upon parameters shown, and Isfor an Individual building component, not a truss system. Before use, the building designer must verify the appllcability of design parameters.gpd 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 MITBk• Is always required for stability and to preventcollapse with possible personal Injury and:property damage. For general guidance regarding the, • fabrication; storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Cuallly CrHeda.M5111$9 and SCSI Building Component . 6904 Parke:East Blvd. Safety Informatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City. " .: Ply PEREZ RESIDENCE ' T16917365 Q57241 ATD ATTIC 1 1 " Job.Reference (optional) VhamberS I russ, Inc., tort tierce, t-L 6.220 s Nov T 6.20i d MITex industries, Inc.. I ue Apr 3U utsmu:od zul a rage 1 I D:TrsM7eShftlCk5FgpUwtpnnhy87Le-f W DLnXQh9zZYBVOTE7BtoAyvozi0gyX8SDv01 W zLaYa 2-07 0 6-0-11 11-5-10 . 12.1-7 19.4-15 23.3-3 2-0-0 6-0-11 5 4 14 7 1 7-3.8 3-10-4 Scale = 1:44.8 O- 4x6 = 5x6 = 4x10.= - 4 5 23 24 2526 - 27 6' 4xB' II 6xB = 76xB = 3 s" 0 0 N 3x4 I I tix1 u M i ens = 3xl0 = 7x8 = 3x4 11 7-0_0 6-0-1.1 12-1-7 19-4.15 23-3-3: 6-0-11 6-0.12 7-3-8 3-10-4 �•n_v_n n_t_t n m-n-1-ion-n-ni rs•n_i-n n_o_ut n•n_9_1q n_q-rn ra•n_q_A n_d_ra1 r1q•n_q_n n_q_gl na•n_n-n n_1_tm ru-n-n-n n-1-191 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL - 30.0; .. Plate Grip DOL 1.33 TC 0.78 Vert(LL) -0.35 10-12 >788 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.68 Vert(CT) -0.64 10-12 >430 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(CT) 0.09 19 n/a n/a BCDL 10.0 Code FBC2017/TP12014 .. Matrix -MS ..Wind(LL) 0.35 10=12' >798 240 Weight:190lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except' TOP CHORD . Structural wood sheathing directly applied or 3-10-4 oc purlins, 4-7: 2x4 SP M 31 except end verticals. BOT CHORD 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x6 SP 2400F 2.0E 'Except' 7-16: 2x8 SP'2400F 2.0E, . . LBR SCAB . 8-1-1 2x6 SP 240OF 2.0E one;side- REACTIONS. (lb/size)--:2=1599/0-8-0, 19=1511/0-74 Max Horz:2=369(LC 12) Max Uplift 2=694(LC 12), 19=-555(LC .12) . Max Grav 2=1 687(LC'l 8), 19=1807(LC 18) FORCES. (lb) -Max. Comp./Max. Ten: - All forces 250 (lb) or less except when shown. - TOP CHORD 2-3=-3434/1438, 3-4=-2143/792, 4-5 1955/824, 5-6=-1798/761, 8-16=-818/375, 13-113-875/394; .7-13=-854/2048 BOT CHORD 2-12=-1582/3145, 10-12=-1582/3145, 9-10=-847/1996 WEBS 3-12=-218/550, 3-10=-13421833, 4-10=-260/699, 10-14=-627/458, 5-14= 589/478, 9-15=0/385, 6-15=0/421, 9-13=A060/2497, 6-13=-2483/1073, 7-19=-1824/748 NOTES- 1) Attached 12-7-15 scab 8 to 11, front face(s) 2x6 SP 240OF 2.0E with 2 row(s) of 10d (0.131 "x3") nails spaced 9" o.c:except: starting at 0-0-0 from end at joint 11, nail 2 row(s) at 4":o.c. for 2-10-1; starting at 8-4-15 from end at joint:11, nail 2 row(s) at T, o.c. for 2-0-0; - starting at 10-6-3 from end at joint :11, nail:2 rows) at 7" o.c. for2-0-0:. . 2) Wind: ASCE 7-10; Vult=170mph (3-sec6nd gust) Vasd=132mph; TCDL=42psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft;.Cat. II Exp C; Encl., GCpi=0,18:MWFRS (directional) and C-C Exterior(2)-2-0-11 to 1-0-10,:Interior(1) 1-0-10 to 11-5-1.0, Exterior(2) 11-5-10 to 15-8-8, Interior(l) 15=8-8 to 22-6-3 zone;C=C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 . 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom. chord live load nonconcurrent with any other live loads:' 6) •' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling-dead.load (5:O psf) on member(s)..14-15 8) Bottom chord Jive load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to. room. 9r10 Walter P. Finn:PE LVo.22639 a 9) Bearing •af joint(s) 19 considers parallel to'grain value using ANSI/TPI.1 angle to grain formula.' Building designer should verify MiTek USA, Inc, FL Cerf 6634 capacity of bearing surface.. 6964 Parke East Blvd. Tampa FL 33810 10)' Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except-at=1b) Date: 2=694,19=555. April , AWARNING -Verily deslgri parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MX7473 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 parometers.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 Mffek'. 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, seeANSvwll Quality Cdtedo,'DSB-69 and BCSI Building Component' . 6904 Parke East Blvd. Safety Intomlatlanovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. .. .. Tampa, FL 33610- Job Truss Truss Type : Qty Ply PEREZ RESIDENCE T16917365 Q57241 ATD ATTIC 1 1 Job Reference (optional) 4namoers I russ, Inc., , 'ron coerce, t-L mzzu s. Nov l6 zui tl Mr I eK inausines,, Inc.. 1 ue Apr ou ut1:Jt5:JJ eu I e, rage e I D:TrsM.7eShmCk5FgpUwtpnnhy87Le-f W DLr1XQIigzZYBVOTE7BtoAyvoziOgyX8SDv01 W zLaYa NOTES= 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 113 Ib down and 50 Ib up at 13-0-0, 113 lb down and 50 lb up at 15-0-0, and 113 lb down and 50 lb up at 16-2-0,.arid.1131b,down and 50 lb up at 18-2-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. _... 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 1) Dead + Roof Live (balanced): Lumber Increase=1.33,, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4— 90, 4-7=-90, 2-10=-20,:9-10= 30, 8-9= 20, 14-15= 10 Concentrated:Loads (lb) Vert: 23=-75(F) 24=-75(F) 26=-75(F) 27=-75(F) A:WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE Design valid for use only with Ml.Tek® connectors. This design is based only upon porameters.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 . 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,:seeANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke:East Blvd: Safety Infonnationavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type . . Qty Ply PEREZ RESIDENCE k T16917366 Q57241 B Hip 1 1 Job.Reference (optional) ynambers I russ, Inc., . ron Pierce, FL b.zzu s. Ivov it) zur b ml I eK Inaus[nes, Inc.. I ue Hpr ou ub:,jb:,54zu i a rage I ID':TrsM7eShmCk5F Uwt nnh 87Le 7ink?tRJwHhP fbfnri6KOV5yN1iZPblhsfaHyzLaYz qP P Y...-•..• P 8- 8-0-13 15-5-10.: 22-10.6 290-8 36.4-0 8- 7-4-13 7-4-13 7-4-13 6-2-2 7-3-8 Scale=1:61.7 5.00 F12 5x10 i 3x4. ] l 3x6 = 3x8 = 5x6 — 1 2 18 19 3 4 5 20 21 .6 22 3x4 7 ... m 23 .. .. :. - :.. 8 _ :7 3x6 11 5x10 = 4x6 = 3x4 11 3x8. _ 3x4. 11 5x8 MT1BHS 8-0-13 15-5-10 22-10.6 29,0-8. 36-0.0 36,-4-0 8-0-13 7-4-13 7-4-13 6-2-2 6-11-8 0-4-0 Plate Offsets (X Y)-- [1:0-4-0 0r2rl2] [2:0-0-11 0-1-10] [6:0-3-0 0-2-4] [8:0-0-2 Edgel . LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL '30.0 Plate Grip DOL 1.33 TC. 0.69 Vert(LL) -0.25 9-16 >999 360 MT20 244/190 TCDL 15.0 LumberDOL 1.33 BC 0.74 Vert(CT) -0.49 11-12 >885 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 1.00 HOrz(CT) 0.15 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.26 9-16 >999 240 Weight: 197lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-5-14 oc puffins, BOT CHORD 2x4 SP M 31 `Except' except end verticals. 10-13: 2x4 SP, M 30 BOT CHORD Rigid ceiling directly applied or 5-2-2 oc bracing. WEBS 2x4 SP No.3'Except* WEBS 1 Row at midpt 1-14, 5-14, 5-11, 7-11 1-15: 2x6 SP No.2. REACTIONS. ' (ib/size) 8=1977/0-4-0, 15=1977/0-8-0 Max Horz 15=-324(LC 12) Max Uplift 8= 806(LC 12), 15= 852(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.. TOP CHORD 172=-2254/1268, 2-3=4312/1278, 3-5=-2312/1278, 5-6=-3080/1785, 6-7=-3438/1825, 7-8=-4509/2304, 1-15=-1902/1125 BOT CHORD 14-15=-166/380, 12-14==1414/3273, 11-12=-1414/3273, 9-11=-2033/4114, 8-9=-2033/4114 WEBS 1-14=-1511/2785, 3-14=-686/499, 5-14=e1223/680, 5-12=0/305, 5-11=496/136, 6-11— 285/751, 7-11=-1186/725, 7-9=-39/318 NOTES-: :1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=176mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCi=0.18;.MWFRS (directional) and C-C Exterior(2) 0-2-12 to 5-9-11, Interior(1) 5-9-11 to 22-10-6, Exterior(2) 22-1076 to 28-0-1, Interior(1) 28-0-1 to 36-2-0 zone,,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 . plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20.01ates unless otherwise indicated: 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been. designed for a live load of 20.Opsf on.the bottom chord in all areas where a rectangle 3-670.tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=806, 15=852. Walter P. Finn PE N6.22839 : MiTek USA, Inc. FL Cott 669 6664ParO East Blvd. Tampa FL 33610 Date: . .....: :April 30,2019 . ®:WARNING -Verify deslg'ri parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev, 1010312015 BEFORE USE. Design valid for use only wlth MITek® connectors. This design Is; based only upon parameters, shown, and Is for an Individual bulldlng. component, not �� a truss system. Before use, the building designer must verify the applicability of design parometers.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, seeANSViPII Quality Cdtoda,:130-09 and BCSI BulIding Component' . 6904 Parke,East Blvd. Safety Informatlonovailoble from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss i Truss Type .Qty Ply PEREZ RESIDENCE s T16917367 Q57241 B1: Hip 1 1 Job Reference (optional) S;namoers I russ, Inc., 'rorr rlerce, rL , • .. O.eeU s NUV 104U 10 IVII I UK InUUbMUS, Inc. " I UU HPI JU UO;00;00 GU IV rage 1 " ID:TrsM7eShmCk5FgpUwtpnnhyB7Le-bvL6CCSyhaOGQp9sLYELtbIErmMFlwgRvwO7pPzLaYY 2-3-4 B-7-13, 14-10-10. 21-3-2 28-2-14 — 36-470 2_3_g 6-4-9 6-2-13 6-4-9 6-11-12 B-1-2 ■ - Scale = 1:61.5 5.00 F12 5z8 = 3x4' II 3x6 = Us . .. ... 5x6. ... . ." .. 5x8 2 .. 19 20 3 4 521 22 6- 1 .. - 23 3x4 24. 8 " 16 15 25 .. 14 1326 12 27 11 10 M. I I 5x6 = Sx8 — 4x6 = " . 3x4 3x10 _ 5x8 MT16HS = " :' b . 9 3x4 I I . 4x8 � 2-3-4 B-7-13 14-10-10 : 21-3-2 28-2-14 .. 36.0-0 3f-4.0 2-3-4 6-4.9 6-2--5 6-4-9 6-11-12 7-9-2 0-4-0 :Plate Offsets (X Y)-- [2:0-5-12 0-2-81 [6:0-3-0 0-2-41 [8:0-0-2 Edge] LOADING (psf) SPACING- 2-0-0 CSI. -DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0: Plate Grip DOL:". 1.33 TC. :0.80 Vert(LL) -0.30 9-17 >999 360 MT20 244/190 TCDL 15.0 Lumber'DOL 1.33 BC 0.78. Vert(CT) -0.57 9-17 >757 240 MT18HS - 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.15 8 n/a n/a :BCDL 10.0 Code FBC2017/TP12014 Matrix -MS :.: Wind(LL) 0.31 9-17 >999 240 :Weight: 217 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP M 31 -Except` except end verticals. 10-13: 2x4 SP. M 30 BOT CHORD Rigid ceiling directly applied or 5-2-11 oc bracing. WEBS 2x4 SP.No.9 `Except` WEBS 1 Row at midpt 2-15, 2-1:4, 6-14, 5-11, 7-11 1-16: 2x6 SP No.2: REACTIONS.. "(lb/size) 8=197710-4-0, 16=1977/0-8-0 Max Horz 16=-324(LC 12) Max Uplift 8==806(LC 12), 16= 852(LC 12) FORCES. (lb) -Max. Comp./Max: Ten. -All forces 250 (lb) or less except when shown. TOP CHORD .1-2=-765/446, 2-3= 2141/1258, 3-5=-2141/1258, 5-6=-2848/1698, 6-7=-3211/1723, 7-8=-4422/2246, 1-16=-1959/1122 BOT CHORD 15-16=-155/360, 14-15=0/718; 12-141=-1210/2858, "11-12=-1210/2858, 9-11=-1969/4026, 8-9=-1969/4026_ WEBS 2-15=-1531/943, 2-14=-1138/2074, 3-14=-603/441, 5-14= 1052/565, 5=12=0/289, .. .. 5-11=-299/106, 6-11=-255/674, 7-11=-1'338/793, 7-9=-33/363, 1-15=-976/1752 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf;:BCDL-3:Opsf; h=15ft; B=45ft; L-36ft; eave'=5ft; Cat. .11; Exp C; Encl., GCpi=0.18;.MWFRS (directional) and C-C Exterior(2) 0-2-12 to 7-4-15,'Interior(1) 7-4-15 to 21-3-2, Exterior(2) 21-3-2 to 26-4-.13, Interior(1) 26-4-13 to 36-2.0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60' plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated: " 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .. 6) . This truss has been.designed for a live load of 20.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 othermembers, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=806, 16=852. Walter P. Finn PE No.22839 . Mi rek USA, Inc. FL Cert 8634 ' t Blvd. 8804Parke East v . Tampa FL 13610, Date:.. . April 30,2019 "WARNING -Verify design. parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE: Design valid for use only with Mff" 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 applic"abllity of design parameters, and properly Incorporate this design into the overall building design, Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing . MOW 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, seeANSVTPII Cuallly Cdteda,.DSB-11119 and BCSI Building Component" . 6904 Parke,East Blvd. Safety Informationovailable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. .. .. Tampa, FL 33610 Job Truss Truss Type City: Ply PEREZ RESIDENCE T16917368 Q57241 B2' :. Hip Job Reference (optional) Qhambers Truss, Inc., Fort Pierce, FL 8.220, s.Nov 16 2018 MiTek Industries, Inc: Tue Apr 30 08:38:36 2019 Pagel ID:TrsM7eShmCk5FgpUwtpnnhy87Le-45VUQYSaSux72zk2vGlaQpagbAel l MpaBABhLrzLaYX 2-8-0 4-2-4 11-9-3 . 16.4-2 24-8-0 - 29-11-0 36-4.0 1-6-4 7-6=15 7-6-15 5-3-14 5-3.0 6-5-0 - - Scale = 1:62.6 5.00 12 5x8 = 3x4 11 5x8 45 7�'- 22 3 23 24 . 4 25 26 5 27 1i i' 48 2 Bib 3x4 I WO= ' 3x4 I I 7x8 = 4x8 5x12 = -. .0 4.2-4 114-3 . 194-2 24-8-0 29-11r0. 36-4-0 .0. 1-6-4 7-6-15 7-6-15 5-3-14 5-3-0 6-5-0 Plate Offsets (X Y)-- [3:0-5-12 0-2-8] [5:0-5-4 0-2-4] [9:0-0-2 Edge] 110:0-3-8 Edge] [.12:0-10-8 EdgeI LOADING (pso SPACING- 2-070 CSI. .DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 " Plate Grip DOL; • 1.33 TC 0.61 Vert(LL) -0.29 12-13 >999 360 MT20 244/190 TCDL 15.0 Lumber:DOL 1.33 'BC 0.98 Vert(CT) -0.5512-13 >790 240 BCLL 0.0.` Rep Stresslncr ." YES WB 0.76 Horz(CT) 0.21 9 n/a n/a „ BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.28 12=13. >999 240 .,:Weight: 235 lb FT = 20%a LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD - '_ Structural wood sheathing directly applied or 2-7-11 oc purlins, BOT CHORD 2x4•SP M 30'Except' except end verticals. 2-18,6-11: 2x4 SP No.3 BOT CHORD " Rigid ceiling directly applied or 2-2-0 oc bracing: WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-15,.5-15, 6-13 10-12: 2x4 SP M 30, 1-19: 2x6 SP No.2 REACTIONS.: (lb/size) 9=1977/0-4-0, 19=1977/0-8-0 H 19- 324 LC 12 = Max orz ( ) Max Uplift 9=-806(LC 12), 19=-852(LC 12) - FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. . TOP CHORD . 1-2=-935/487, 2-3=-.1338/785,.3-4=-2717/1590, 4-5=-2717/1590, 5-6=-3355/1828, 6-8=-4691/2431, 8-9=-4610/2294, 1-19=-1940/1003 BOT CHORD 2-17= 1449/861, 16-17=-54/912; 15-167262/1262, 13-15=-1289/3030, 12-13=-2036/4281; " 6-12=-376/884, 9-10=-2030/4219 WEBS 2-16=-691/1266; 3-16=-1111l709, 3-15=e1057/1927, 4-15=-787/554, 5-15=494/248, 5-13=451/1042, 6-13=-.1525/904, 10-12— 1959/409], 8-10=-597/368, 1-17=-820/1683, 17-19=-191/354 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp:C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12-to 3-10-6, Interior(1) 3-10-6 to:4-2-4, Exterior(2) 4-2-4 to 9-3-15; Interior(1) 9-3-15 to 19-4-2, Exterior(2) 19-4-2 to 24-5-.13, Interioi (1) 24-5-13 to 36-2-0zone;C-C.for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60' 3) .Provide adequate drainage, to:prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on.the bottom chord in all areas where a rectangle 3-6-O.tall by 2-0-0 wide will fit betweenahe bottom chord and any other members, with BCDL = 1A,Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=806, 19=852. Walter P. Finn PE 116.22636 . 3 MiTek USA, Inc, FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610. Date:: . April 30,2019 ,&'WARNING - Verify deslg'n parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE: Design valid for use only with MIT91<0 connectors. This design Is based only upon porameters,shown, and Is for an Individual building component, not , . a.truss system. Before use, the building designer must verify the opplicobllity of design parometers.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.:seeANSVMII Quality Cdterla, DSB-89 and BCSI Building Component 6904 Parke -East Blvd. Solety Informatlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexondria, VA 22314. Tampa, FL 33610 Job Truss Truss Type .. �.. City Ply PEREZ RESIDENCE T16917369 Q57241 B3 ROOF SPECIAL 1 2 Job:.Reference (optional) VnamderS I russ, Inc., ton rierce, t-L U.22u s, NOV 1 ti ZU1 d MI I eK Industries,_ Inc.. I ue Apr 3u ud:36::it1 zu19 rage 1. ID:TrsM7eShmCk5FgpUwtpnnhy87Le-OU1 ErEUgzVBrHGuROhn2VEfr2_NwVDytcUdnQkzLaYV 2-8-0 6-3-4, i. 11-9-3 17-3-2: 24.8-0 : 29-3-9 33-11-2 37-2-9 is 40-8-0 5.5-15 5-5-15 7-4-14 4-7-9 .. 3-3-7 3-5.7 Scale = 1:72.7 5.00 12 5x8 = - 3 3x4 11 5x8 = 27 4 28 29 5 24 23 3x4 = 3x6 = 3x5 = 16 15 14 1 13 12 6x8 = 3x4 I 3x8 — 3x4 11 5x12 = 5x6 = 6x8 3x6 II .2-6-0. 6-3.4 11-9.3 17-3-2:'. 24-8-0 ' 29-3-9 5-5-15 .. 7-4-14 4-7-9 33.11-2 . 36-8-12 m I"19 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud ... PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 'TC 0.43 Vert(LL) -0.54 14-15 >890 360 MT20 244/190 TCDL 15.0 Lumber'DOL 1.33 BC 0.78 Vert(CT) -1.00 14-15 >484 240 BCLL . 0.0 ' Rep Stress Incr YES WB 0.91 Horz(CT) 0.16 12 n/a n/a. :BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.54 14-15 >897 240 Weight: 542lb FT=20% LUMBER- BRACING- ,. TOP CHORD 21i4 SP M 30 TOP CHORD: Structural wood sheathing directly applied or 3-10-10 oc purlins, BOT CHORD 2x4 SP M 30'Except' : except end verticals: 2-23,6-16:-2x4 SP No.3, 12-16: 2x4 SP M 31 POT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3'Except' 966-8 oc bracing: 17-18 11-12,1-24: 2x6 SP No.2, 15-17,10-14,11-13: 2x4 SP M 30 6-6 3 oc bracing: 14-15 8-8-14 oc bracing:.13-14. REACTIONS. (lb/size) 12=2211/MechEinioal,'24=2211/0-8-0 Max Harz 24=-267(LC 12) Max Uplift_ 12=-907(LC 12), 24=-948(LC 12) FORCES. (lb) -Max. Comp./Max: Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 1047/541, 2-3=-1922/1094, 3-4=-2717/1595, 4-5=-2717/1595, 5-6=-3622/1895, 6-8=-6420/3192, 8-9=-7123/3445, 9-10=-13019/6286, 10-11=-7458/3629, 11-12=-2099/1065, 1-24=-2168/1113 :BOT CHORD 2-22=-1635/978, 21-22=-227/1027, 20-21= 584/1693, 18-20=-1393/3243, 17-18=-2830%5948, 6-17=-783/1812, 15-16=-175/278, 14-15=-6488/13312, 13-14=-3629l7458, 12-13=-204/401 WEBS, 2-21=-651/1317, 3-21=,940/555, 3-20=-874/1668, 4-20=-560/379, 5-20=-910/441, :. 5-18=-642/1487, 6-18=-3027/1,605, 9-14=-1738/898, 1-22=-944/1916, 22-24=-218/304, 15-17=-3033/6436, 8-17=-751/419, 9-15=-6873/3362, 10-13=-1748/902, 10-14=-2766/5763, 11-13=-3543/7301 . . NOTES- 1) 2-ply truss to be connected together with 1.0d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. ' 2) All loads are considered equally applied to all plies, -except if noted as front (F) or. back (B) face in the LOAD CASE(S) section. Ply to 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) Vosd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=41ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 4-3-.9, Interior(1) 4-3-9 to 6-3-4, Exterior(2) 6-3-4 to 10-4-1, Interior(1) 10-4-1 to 17-3-2, Exterior(2) 17-3-2'to 21-3=15, Interior(1) 21-3-15 to 40-5.4 zone;C-C for members and forces & MWFRS for.reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent .water bonding. 6) This truss has been designed for a 10.0'psf bottom chord live load nonconc6hrent with any other live loads.. 7) ' This truss has been: designed for a live load of 20.O.psf 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 100 lb uplift at joint(s) except Qt=lb) Walter P. Finn PE N6.22839 MiTek USA, Inc. F.L Cad 6634 6984 Parke East Blvd. Tampa FL 33610 Date: April 30,2019 :WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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,:seeANSVIPII Quality Cdterla,:DS113-89 and SCSI Building Component 6904 Parke: East Blvd. Safety Infonnallonovailable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty. Ply PEREZ RESIDENCE_ y T16917370 Q57241 B4: Roof Special 1 1 Job.Reference (optional) t,inamoers i russ, Inc., ton tierce, rL - ' . ' ' ' o.zzu s,IVOv 7 o•zuits Na r eK inausines, Inc.. rue Hpr 3U uo:60:4u eu I e, rage I, • I D:TrsM7eShmCk5FgpUtpnnhy87Le-ys8?Fw4V7RYXa2p85pWafl5Fnllz8vA3o6uUczLaYT 2-8-0 8-3.4. 15-3-2 19.11-9 .24-8.0. 28-8-0 31-11-2 36-0-13 40-8.0,' 2-8-0 5-7-4 6-11-14 4-8-7 4-8-7 4-0-0 3-3-2 4-1-11 • - Scale = 1:72.5 5.00 12 4x5 24 5x8 5 2 5x12 = 23 22 6xB 3x4 11 2-8-0 8-3-4 2-8-0 5-7-4 20 3x4 = 30.19. 18 3x6 = .. 4x8 4x10 ..: 285.': 4x6 6 _ 3x4 11 7 5x12 C 8 5x8 MT18HS = 3x12 = 4x12 = 9 10 11 17 31 32 16 15 14 3x4 11 6x12 = 7xl0 = 24-8-0 28-8.0 31-11-2 36.0-13 13 12 5x10 = 3x6 I Plate Offsets (X Y)-- [3:0-5-12 0-2-8] [4:0-3-0 0-2-4] [13:0-&0,Edge], [9:0-4-0,Edge]; [10:0-3-8,0-1-8], [13:0-3-8,0-2-81, [15:0-3-8,0-3-0], 117:0-2-8,Edge] LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in (loc) I/clef] Ud PLATES GRIP TCLL 30.0 Plate Grip DOL, : 1.33 TC 0.83 Vert(LL) :-0.62 7 >779 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 -BC-.0.95 Vert(CT) -1.24 17-18 >388 240 _ MT18HS 244/190 BCLL 0.0 * Rep Stress Incir " YES WB 0.86 Horz(CT) 0.23 12 n/a n/a. BCDL 10.0 Code FBC2017fTP12014... Matrix -MS :Wind(LL) 0.62 7 >779 240 Weight: 272lb FT=20%. . LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP M-30 *Except* except end verticals. : 2-22,7-16:.2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: WEBS 2x4 SP No.3 *Except* 1 Row at midpt 2-21 11-12,1-23: 2x6 SP No.2 WEBS 1 Row atmidpt 3-18, 5-1.8 5-18,5-17,10-14,15-17,11-13;8-14; 2x4 SP M 30 REACTIONS. (lb/size) 12=2211/Mechanical, 23=2211/0-8-0 Max Harz. 23=220(LC 11) Max Uplift 12=-909(LC 12), 23=-946(LC 12). .: FORCES.,: (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1050/544, 2-3==2174/1226; 3-4=-2756/1643, 4-5=-3057/1691, 5-7=-6403/3251, ." 7-8=-6349/3121, 8-9=-9182/4457, 9-10= 8788/4245, 10-11= 5173/2520, 11-12=-2150/1105, 1-23=-2171/1116.: . BOT CHORD 2-21=-1655/1005, 20-21=-299/1085, 18-20= 739/1899, 17-18=-1839/3934, 7-17— 394/277, 14-15=-2941%6120, 13-14=-2520/5173 WEBS.. 2-20=-611/1337, 3-20=-731%445, 3-18=-677/1393, 4-18=-256/659, 5-18=-1870/1046; 5-17=-1411/2958, 9-14=-3745/1868, 10-14=-1864/3885; 1-21=-986/1968, 21-23 216/267, 8-15=-1418/728; 15-17=-2898/6125; 8; 17=-387/242, 10=13=-1845/972, 11-13=-2632/5421, 8-14=-1598/3273 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=420sf; BCDL=3.Opsf; h=15ft; B=45ft; L=41ft; eave=5ft;.Cat. II; Exp C; Encl., GCpi=0,18;-MWFRS (directional), and C-C Extedor(2) 0-2-12 to 4-3-9, Interior(1) 4-3-9 to 8-3-4, Exterior(2):8-3-4 to 12-4-1, Interior(1) 12-4-1 to 15-3-2, Extedor(2) 15-3-2.to 19-3.15, Interior(1) 19-3-15:to 40=5-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord.live load nohconcdrrent with any other live loads. 6) This truss has been designed for a live load of 20.Opsf on,the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girders) for truss to truss connections, 8) Provide mechanical connection (by others):of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 12=909, 23-946'. Walter P. Finn.PE No.22839 . MiTek USA, Inc. FL Cerf 6634 . 6904 Parke East Blvd. Tampa FL 33610. Date: April 30,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDEDWITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MR64 connectors. This design Is. based only upon parameters shown, and is for an Individual bullding 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 bullding 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 preventcollapse with possible personal injury and:property damage. For general guidance regarding the. fabrication; storage, delivery, erection and bracing of trusses and truss systems,:seeANSV1PII Quality CrModa, DSB-89 and SCSI SuYdtng Component' . 6904 Parke East Blvd. Safety Informatlonovallabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. .. Tampa, FL 33610 .. . Job Truss Truss Type City Ply PEREZ RESIDENCE T16917371 Q57241 B5 Roof Special 1 1 Job.Reference (optional), ynamoers i russ, mc., tort rierce, rL mzzu s. rvov 1 o zui a mr i eK mausmes, inc.. r ue „pr Su uts:jtc:v r zu r a, rage i ID:TrsM7eShmCk5FgpUwtpnnhy87Le-Q21 NTGW iGQZPBkd?ipK17sH ITBNziagKlSrSI 3zLaYS 2-8-0 , 10r3-4: 13-3-2 :18-11-9 24-8-0 . 29.11-2 35-1-13 �6-8-12 40-0-12.4).7 0 2-8.0 7-7-4 2-11-14 5.8-7 5-8-7 5-3-2 5-2-11 1-6-15 3-4.0 " 0-7-4 Scale = 1:73.1 5xf 5x6 = 5x8 = - 5.00 f12 _ 3 4 22- 21 3x10 = 3x6 4x5 = 14 13 12 11 6x8 = 3x4 I I 4x4 - 3.4 11 7x8 MT18HS = 6xl2 = 3x6 11 18.11-9 24-8-0 29-11 .Ti-R-7 5-8-7 5-3- 13 LOADING ,(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 :. Plate Grip DOL 1.33 TC 0.67 Vert(LL). -0.51 15-16 >939 360 .: MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.95 Vert(CT) ..-0.95 15-16 >506 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr ' YES WB . 0.90 Horz(CT) 0.26 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.52 15-16 >937 240 Weight: 285lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD - Structural wood sheathing directly applied or 2-4-3 oc purlins, BOT CHORD 2x4 SP M 30 *Except* except end verticals. 2-21: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2.2-0 oc bracing. Except: WEBS 2x4 SP.No.3 `Except` 1 Row at midpt 2-20. . 13-15,10-12: 2x4 SP M 30, 1-22,10-11: 2x6 SP No.2 WEBS 1 Row at micipt 449, 4-1.7, 5-17; 7-16, 13-15, 8-12 REACTIONS. (lb/size) 11 =221 1 /Mechanical, 22=2211/0-8-0 Max Horz 22=238(LC 11) - Max Uplift 1-1=-911(LC 12), 22=-944(LC 12) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. TOP CHORD . 1-2=-1052/542, 2-3=-2332/1285; 3-4=-2021/1271, 4-5=-2590/1453, 5-7=-4108/2078, 7-8=-6373/3069, 8-9=-4129/2016, 9-10=-4129/2016, 1-22=-2168/1105, 10-11=-2152/1119 BOT CHORD 2-20=-1733/1060, 19-20= 387/1123, 17-19=-959/2311, 16-17=-1706/3703, 15-16=-2792/5876, 7-15= 752/1710, 13-14= 187/398, 12-13=-3267/6819 WEBS 2-19=-524/1235, 3-19=-174/490, 4-19=-1036/527, 4-17=-764/1541, 5-17=-2075/1097, 5-16=-646/1501, 7-16=-2559/1292, 13-15=-3177/66.11, 8-.15=-1124/572, 8-13=-1207/665, 8-12=-2986/1409, 9-12=-523/378, 10-12=-2187/4493,•1-20=-1054/2069, 20-22=-218/261 " NOTES= 1)'Gnbalanced roof live loads have been considereclJor this design. 2).Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; 11=151t; B=45ft; L=41ft eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 4-3-9, Interior(1) 4-379 to 10-34, Exterior(2) 10-3-4 to 17-3-15, Intedor(1) 17-3-15 to 40-5-4 zdne;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage; to prevent water ponding:.. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent.with any other live loads. 6) ' This truss has been designed for a live load of 20.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 100 lb uplift at joint(s);gxcept Qt=lb) 11=911, 22=944. " A Walter P. FirimPE N6.22834 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610. Date: .April 30,2019 © WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-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 building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to preventcollapse with possible personal Injury and property damage. For general guidance regarding the. fabrication, storage, delivery, erection and bracing of trusses and truss systems,'seeANSVIPII Quality Cdtedo,:0111-09 and BCSI Building Component 6904 Parke,East Blvd. Safety Infonnat onavoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. .. .. Tampa, FL 33610 . . Job Truss Truss Type Qty. " .: Ply PEREZ RESIDENCE T16917372 Q57241 B& Roof Special "' 1 J. Job Reference (optional t;namaers I russ, Inc., . t-ort coerce, t•L b.zzu s. rvov 10 zults mr i eK mausrnes, Inc. rue Apr ;ju uo:aa:4s zur U. rage i, ID:TrsM7eShmCk5F Uwtpnnh 87Le-MR 7u Yzo2 7O1nOpENDCHNfA?3UAUlclmKY5xzLaYQ 4P' y 4. y.... Q 2-8-0 7-2-10 1.1-9-3 18-2-10 24-B-032-11=15 38.0-12 40.8-0 2.8-0 4.6-10 4-6.10 6-5.6 6-5-6 3-3-2 5.0-13 ' 5 -0-13 2-7-4 a - Scale = 1:74.5 5x6 5.00 F12 4 5xI 3x5 = - 5x6 3x8 = 16 15 14 13 12' 48 3x4 11 6x10 = 5x6 = 4x5 = 3x6 11 2 Plate Offsets (X Y)-- [6:0 3 0 EtlgeJ (10:0-6-4 0-2-41 115 0-4-1'L 0-'L-12j I1 /:U—/-12,U-3-ti) 618:U-3 tl,U 1-tsj LOADING (pso SPACING- 2-070 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0; Plate Grip DOL, 1.33 TC 0.59 Vert(LL) -0.44 17-18 >999 360 MT20 244/190. TCDL 15.0 Lumber DOL 1.33 BC-.0.86. Vert(CT) -0.83 17-18 >584 240 MT18HS .244/190 BCLL 0.0 Rep Stress Incr " YES WB . 0.90 HOrz(CT) 0.24 12 . n/a n/a BCDL 10.0 Code FBC2017/TPI2014. .' .' Matrix -MS Wind(LL) 0.44 17-18 >999 240 Weight: 290lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD • Structural wood sheathing directly applied or 278-8 oc puriins, BOT CHORD 2x4 SP M 30 'Except' except end verticals. 2-23: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-5-2 oc bracing. Except: WEBS 2x4 SP No.3 `Except 1. Row at midpt 2-22 15-17,9-16,10-14:.2x4 SP M 30, 1-24,11-12: 2x6 SP No.2 REACTIONS Ib/ ' 12-2211/M h' I' 24-2211/0 8 0 WEBS 1 Row at midpt 4-20, 7-18, 5-20. ( s ze) — ec anrca — Max Harz 24=267(LC 11) Max Uplift 12— 911(LC 12), 24=-944(LC 12) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1048/523, 2-3=-20.33/1097, 3-4=-2274/1315,.4-5=-2320/1282, 5-7= 3912/1926; 7-8=-6371/3078, 8-9=-5642/2769, 9-10=-4078/2081, 10-11=-1736/898, 1-24=-2171/1075, 11-12=-2187/1144 BOT CHORD 2-22=-1636/936, 21-22=-266/1078,20-21=-681/1804, 18-20=-1519/3515, 17-18=-2757/59201 7-17=-845/1834, 15-16=-157/283, 14-15=-1992/4078, 13-14=-753/1507 WEBS. 2-21=-622/1271, 3-21=-868/497, 4-20=-649/1235, 5-18=-629/1450, 7-18=-2746/1415,' 15-17=-2711/5752, 8-15=-2779/1346, 9-15— 854/1893, 9-14=-1593/850, 10-14=-1487/3082, 10-13— 1358/744, 1-22— 925/1936, 11-13=-1046/2100, 22-24---278/284; 3-20=-147/558, 5-20=-2132/1132 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=4,2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18;;MWFRS (directional). and C-C Exterior(2) 0-2-12 to 4-3=9; Interior(1) 4-3-9 to 11-973; Exterior(2) 11-9-3 to 15-10-0, Interior(1) 15-10=0 to 38-0-12, Extedor(2) 38-0-12 to 40-5-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water.ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord. live load nohcohcurrent with any other live loads.' 6) • This truss has been desighed for a live load of 20..Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members; with BCDL = I O.Opsf. 7) Refer to girders) for truss to truss connections. 8) Provide mechanical connection (by.others):of truss to bearing plate capable of withstanding 100.1b uplift at joint(s) except at=lb) * 12=911, 24=944. Walter P. Finn;PE No.22839.: MiTek USA, Inc. FL Cart 6634 6964 Parke East Blvd. Tampa FL 33810. Date: April 30,2019 ,& :WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. f0/03/2015 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,:seeANSVWII Quality Cdtorla,.DSB.69 and BCSI Building Component 6904 Parke.East Blvd. Safety Infounaflonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandrlo, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty., Ply PEREZ RESIDENCE T16917373 Q57241 BT Roof Special ". Job.Reference (optional) vi-lambers I russ, Inc., tort Nlerce, FL .. 6.ZZU S, NOV 1 b 2u7 a mr i eK inausines,. Inc.. i ue Apr ou uo:o:44 zui e, age i . ID:TrsM7eShmCk5FgpUwtpnnhy87Le-rdOW5HZbZLy_7BLaNxuSkVvoBPPuvw3m-r]46eNzLaYP H-2 7-2.10 18-2-10 24-8-0 29-11-2 35-2-9 40-0-12 : . 40 8r0 2-8-0 4-6-10 46-10 6-5-6 6-5-6 5-3-2 5-3-7 4-10-3 0-7-4 • Scale = 1:74.6 5.00 12 .. 4 . ' 3x4 - '3x6 .: .. . 324 25 4x6 45 P8 5 6 5x8 2 .. 1 - .... .. .. 4x6 . 7 7x8 - 3x10 = 4x8 = 8 - 9 10 .. 8 26 R N .p. .. .. 18 N TiO o 1 N 19 18 16 5xl2 = 17 27 . 22 21 3x5:=. 5x6 - 3x8 = 14 13 - 12 11 _ 6x8 = 3x4 11, 4x8 - 3x4 11 5x12 MT18HS= 4x10 = 3x6 11 7-2-10 1 t-9-3 18-2.10 24-8-0 29-11.2 35.2-9 36-8-12 40.8-0 2 B 0 4-6-190 4-6-10 6-5-6 6-5.6 5-3-2 5-3-7 1-6-3 3-11-4 Plate Offsets (X Y)-- [6.0-3-0 Edge] 19.0-3-8 0-1-81 [10.0-3=0 Edge] [12.0-3-8 0-2-0]' [13.0-5-12 0-1-12] [15.0-7-12 Edge] [16.0-3-8 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC. .0.70 Vert(LL) -,0.52 15-16 >929 360 MT20 244/1.90 TCDL 15.0 Lumber DOL 1.33 BC 0.87 Vert(CT) , -0.97 15-16 >497 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.25 11 n/a n/a BCDL 10.0 Code FBC2017lTP12014... Matrix -MS Wind(LL) 0.52 15-16 >927 240 Weight: 283lb FT=20% .. LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD' Structural wood sheathing directly applied or 2-3-1 oc purlins, BOT CHORD 2x4 SP M 30 -Except* except end verticals: 2-21: 2x4 SP No.3- BOT CHORD Rigid ceiling directly applied or 4-5-4 oc bracing. Except: WEBS 2x4 SP.No.3'Except* 1.Row at midpt 2-2.0 13-15,9-13,10-12:.2x4 SP M 30, 1-22,10-11: 2x6 SP No.2 WEBS 1 Row of midpt 4-18, 7-16, 5-18 REACTIONS. (Ib/size) 11=2211/Mechanical,,22=2211/0-8-0 Max Harz 22=264(LC,11) " Max Uplift 11==911(LC 12), 22=-944(LC 12) FORCES. (lb) -Max. Comp./Max: Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1048/528, 2-3=-20.33/1095; 3-4=-2274/1309,.4-5=-2319/1272, 5-7=-3915/1907,. ' 7-8=-6374/2981, 8-9=-6657/3124, 9-10=-4085/1972, 1-22=-2171/1084, 10-11=-2152/1106 BOT CHORD 2-20=-1637/926, 19-20=-305/1071, 18-19=-712/1804, 16-18=-1538/3514, 15-16=-2722/5893, 7-15=-738/1717, 13-14=-166/410, 12-13=-1972/4085 WEBS 2-19=-6ib/1271; 3-19- 868/488, 418=-639/1232, 5-16=-615/1477, 7-16=-2717/1362, 13-15=-3137/6677, 8-.1.5=-1205/615, 8-13=-2499/1236, 9-13=-1310/2885, 9-12=-1827/962, 10-12- 2143/4455, 1-20=-934/1936, 20-22= 275/280, 3-18=-141/562, 5-18=-2146/1117. 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=41ft; eave=5ft; Cat. 11; Exp.C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 4-3-9, Interior(1) 4-3-9.to 11-9-3, Exteri6r(2) 1179r3 to 15-10-0, Interior(1) 15-10-0 to 40-5-4 zone;C-C for members and forces & MW FRS for reactions shown-, Lumber DOL=1.60 plate grip DOL=1:60 3) .Provide adequate drainage to:prevent water ponding.. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent.with any other live loads. 6) ' This truss has. been designed for.a live load of 20.Opsf on the bottom chord in all areas where, arectangle '3-6-0 tall by 2-0-0 wide will fif 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 100 Ito uplift at joint(s) except at=lb) 11=911, 22=944. Walter P. Finn:PE No.22839. • MiTek USA, Inc. FL Cart 6634 • 6904parke East Blvd. Tampa FL 33810. .: . . Date; April 30,2019 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCEPAGE MIi•7473 rev. f0/03/2075 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 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 preventcollapse with possible personal injury ond:properly damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems,:seeANSVIPll Quality Criteria, DSB-89 and Iii Building Component' . 6904 Parke,East Blvd. Safety Informatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type .. Oty.' Ply PEREZ RESIDENCE T16917374 Q57241 B8: '.. Roof Special 1 1 ' Job Reference o tional ' (4namoers I russ, Inc., ... Fort Fierce, hL . _ . U.22U S. NOV 16 2u1 U MI I eK Industries,. Inc.. I Lie Apr 3u UU MAb 21J79. rage 1 ID:TtsM7eShmCk5F Uwt nnh 87Le-J UJdZDKf4rdLwnxfPhHiS_KoILeOhvD4pfAgzLaYO qP P y. qy.... 2-8-0 7-2-10 11-9-3 18-2-10 24-8-0 28-8-0 31-11i2 36-0-13 40-8-0 2-8.0 4.6-16 4-6-10 6-5-6 6-5-6 4-0-0 3-3-2 4-1-11 4-7-3 • Scale = 1:822 5x6 _ . .5.00 12.-- 4 3x4 3x6 326 �27 4x6 4x5 25\ 5 6 t9d ' 5x12 = 21 24 23 3x5 — 6x8 = 3x4 11 5x6 7 ,7u -_ 20 18` 19 29 3x8 = 16 5x6 4x8 = 3x4 I I 11-9-3 18-2-10 24-8-0 _ 4-6-10 6-5.6. 6.5-6 5x12 8 7x8 MT18HS= 4x10 = 3x4 II 9 10 11 N I 19 15 14 13 12 4x12 = 5x8 = 4x8 = 6x10 = " B-0 31-11-2 36-0-13 40-8-0 -0 3.3-2 4.1-11 4-7-3 Plate UttsetS my)-- 16:U-3-U;ttlQeJ hU:U-3 U,U-'L UJ 113:U 3 U,U L-UJ, 114:U-3-U,U-"L-UL I1b:U-3-U,U-L-U1, I1 /:U-/-12,U-3-UI 118:U-3-U,U-1-U1 LOADING (psf) SPACING- 2-0-0, CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 - Plate Grip DOLL' 1.33 TC 0.68 Vert(LL) . :-0.61 16 >787 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.86 Vert(CT)-1.1317-18 >426 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.30 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014.'.' Matrix -MS Wind(LL) 0.61 16 >789 240 We'ight:282lb FT=20% LUMBER- - BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD:: _ Structural wood sheathing directly applied or 2-1-10, oc purlins, BOT CHORD 2x4 SP M 30 *Except* except end verticals. 2-23: 2x4.SP No.3, 12=16: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-10-2 oc bracing. Except: WEBS 2x4 SP.No.3'ExcepY 1 Row at midpt 2-22. 11-12,1-24: 2x6 SP No.2, 9-13,10-12,15-17,8-1.4:' 2x4 SP M 30 WEBS 1 Row at midpt 4-20, 7-18, 10-12, 5-20 REACTIONS. (lb/size) 12=2211/Mechi finical, 24=2211/0-8-0 ,. Max Horz 24=281(LC 11) Max Uplift 12==909(LC 12), 24=-946(LC 1.2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 1048/516, 2-3=-2033/1087, 3-4=-2274/1303, 4-5=-2320/1265, 5-7=-3912/1896; . 7-8=-6387/2988, 8-9=-9196/4309, 9-IOm 5161/2466, 1-24=-2171/1060 BOT CHORD 2-22=71636/931, 21-22=-242/1083, 20-21=-652/1804, 18-20=-1478/3515, 17-18=-2658/5909, 7-17=-798/1832, 15-16=-155/301, 14-15=-2808/6110, 13-14=-4045/8674, 12-13=-2466/5161 WEBS 2-21=-615/1271, 3-21=-868/491, 4-20=-636/1235, 5-18=-605/1482, 7-18� 2734/1358, .. 9-14=-2329/1172, 9-13=-3793/1726, 10-12=-5403/2573, '1-22=412/1936, 22-24=-293/2991 3-20— 144/567, 5-20=-2164/1114, 8-15=-1445/716, 15,-17=-2747/6015, 8-17=-351/209, 8-14=-1585/3298, 10-13=-622/1527 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=4.20sf; BCDL=3.0psf; h=15ft;.B=45ft; L=41ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS.(directional) and C-C Exterior(2) 0-2-12 to 4-3-9, interior(1) 4-3-9 to 11-9-3, Exterior(2) 11-9-3 to 15-10-0, Interior(1) 15-10-0 to 40-5-4 zone;C-C for members and forces & MWFRS foe reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates. are MT20 plates unless otherwise indicated. 5) This tru6s.has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads: 6) ' This truss has been_designed for a live load of 20.10psf 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 100.lb uplift at joint(s) except Qt=lb) 12=909, 24=946. Walter P. Finn:PE No.22839 ' MiTek USA, Inc. FL Cart 6634: 6604_Parke East Blvd. Tampa FL 33610. .. Date:. April 30,2019 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFER_ ANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mifek® connectors. This design Is based only upon parameters shown, and Is for on 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 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, seeANSVTPli Quallhr Cdteda,:09.89 and BCSI Building Component' Safety Infomnatfonavallabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22 14. .. MiTek' : 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty ' Ply PEREZ RESIDENCE T16917375 Q57241 89 Roof Special 1 2 Job Reference (option (jhambers I russ, Inc., t-ort Fierce, t-L ... c.zzu s rvov r o'zu i D rve i eK muusmes, Inc.. i ue „pr ou uo:oo:wr cu r a rage i. ID:TrsM7eShinCkSFgpUwtpnnhy87Le-FC3ej4bTsGKZsf4924R9M7XOicS46K1CgOlmEizLaYM 6-0-6 11-9-3 17-8-1 19-1-14 25.6-4. 29-6-4 , 33-11-2_ 37-2-9 40-8-0 6-0-6 5-8-14 5.8-14 1-7-13 6-4-6 0- 2-11-12 4-4-15 3-3 • Scale = 1:76.3 _ 5x6 5.00 F12 3 .. .. .. I" 20. Ge 19 1.raL1 17 16 1' 14, 13 12 .11 3x4 = 3x8 = 3x6 = 3x4 = 3x4 = 5x6 = 5x6 = 6x8 = 3x6 11 4x6 = 6-0-6 8-8-7 11-9-3 17.3-1 25-6-4 29.6-4 33-11-2.. , 37-2.9 40.8-0 6-0-6 2-8-1 3-0-13 5-8-14 8-0-3 4.0-0 4-4=15 ' 3-3-7 3-5-7 Plate Offsets (X Y)-- [12.0-3-8 0-3-01 LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOLT: - 1.33 TC. 0.43 Vert(LL) -0.51 13-14 >942 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.78 Vert(CT) -0.94 13-14 >511 240 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.11 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS :Wind(LL) 0.51 13-14 >946 240 Weight:5191b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins, BOT CHORD 2x4'SP M 31 *Except' except end verticals. 15-18: 2x4 SP. M 30 BOT CHORD Rigid ceiling directly applied or 6-8-0 oc bracing. WEBS 2x4 SP.No.3 *Except' 10-11,1-21: 2x6 SP. No.2, 10-12,9-13: 2x4 SP M 30 REACTIONS. (lb/size) 11=2211/Mechaniccal, 21=2211/0-8-0 Max Horz 21=299(LC 11) Max Uplift 1.1==907(LC 12), 21=-948(LC 12)' FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. . TOP CHORD 172— 1686/895, 2-3=-2085/1222, 3-4=-2095/1202, 4-6=-3283/1610, 6-7=-5321/2493, 7-8=-7249/3325, 8-9=-1302.5/6036, 9-10= 7457/3545, 10-11=-2099/1042, 1-21=-2155/1179. BOT CHORD 20-21=-290/317, 19-20— 475/1539, 17719==1155/2906, 16-17=-2144/4866, 14-16=-3622/6669, 13-14= 6179/13319, .12-13=-354517457, 11-12=-200/401 WEBS 2-20— 1193/677, 3-19=-607/1122, 4-17=-498/1278, 6-.16=-525/1298, 8-13=-1744/853, ' .9-12=-1750/881, 10712=-3460/7299, 9-13=-2599/5771; 1-20=-942/1952, 2-19=-196/695,: 4; 19— 1906/990, 6-17=-2229/1132, 7-14=-677/1537, 7-16- 2169/1056, 8-14=-6773/3216. 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, 2x6 - 2 rows. staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered, equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only.ioads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. " 4) Wind: ASCE.7710; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=.15ft;.B=4M; L=41ft; eave=5ft; Cat... 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-2-12:to 4-3-9, Interior(1) 4-319 to 11-9-3, Extedor(2) 11-9-3: . to 15-10-0, Interior(1) 15-10-0 to 40-5-4 zone;C-C for members and forces& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .. 7) * This truss has been designed for:a live load of 20.Opsf on the bottom chord in all areas where, a rectangle 3-6-0 tall by 2-0-0 wide Walter P. Finn PE No.22 14 . . ► will fit between the bottom chord and any other: members, with BCDL = 10.0psf. MiTek USA, Inc. FL Carl 6634 8) Refer to girders) for -truss to truss connections. 6904 Parke East Blvd. Tampa FL 33610. 9)'Provide mechanical, connection (by others) of truss to:bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Date: 11=907, 21=948. April 30,2019 WARNING- Verify deslg'ri parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev, 10/0312015 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 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. . ' . ' ... . 6904 Parke East Blvd: fabrication,- storage; delivery, erection and bracing of trusses and truss systems,,seeANSVWII Qualify Cdteda,'13SB-69 and BCSI Building Componont' . Tampa, FL 33.610 Saf.ty Informatbnavolloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type , Qty. Ply EREZ RESIDENCE T16917376 Q57241 C : Roof Special 1 1 LP6.Reference (optional) lrnamDers I nlss, Inc., 'r•on rlerce, r-L O.LLV b.IVUV 10 — 10 IV11 I Un II1—Lilub,, m, I — -P. o r-Uo , ID:TrsM7eShmCk5FgpUwtpnnhy87Le-j PdOxfc5daSQUpfMcnyOvL4W MOoJrlgLv22Jn9zLaYL 6-0.6 11-9.3 17-9-5-7 29-9-9 36.7-3 6-0-6 5-8-14 6-0-5 6-0-2 6-0-2 T 6-9-10 + - - Scale = 1:69.9 5x6 = 5.00 F12 3.: 3x4 .. 6x8 = 3x6 = 3x8 — 3x4 = 4x6 = 410 3x4 II 11-9 3 19-11-9 29.9-9 36-7-3 11-9-3 8.2-5 9-10-0 6-9.10 Plate Offsets (X Y)-- 17:0-5-8 0-3-4] f8:0-5-8 Edge], f10:0-2-0 0-1-81 [16:0-3-8 0-0-141 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.63 Vert(LL) -0.56 13-15 >778 - 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.78 Vert(CT) -0.9813-15 >440 240 . BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(CT) 0.02 18 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.24 10-12,' >999 240 ..Weight: 237 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 279-5 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP.No.3'Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1-15: 2x6 SP No.2, 10-16: 2x4 SP M,30 WEBS I: Row at midpt 4-13,,2-15, 7-16 OTHERS 2x8 SP 240OF 2.0E REACTIONS., (lb/size) 15=1983/0-8-0, 18=1935/0-7-4 Max Harz 15=-255(LC,10)' Max Uplift 15==850(LC 12), 18=-794(LC 12) FORCES. (lb) -Max. Comp./Max: Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1835/1069, 3-4=-1823/1041, 4-6=-3044/1491, 6-7=-4657/2167, 7-8=-1523/755, 16-17=-828/412, 8-16=-476/1155, 1-15=-261/244 BOT CHORD • 13-15=-496/1365, 12-13=-1018/2400, 10-12=-1474/3245 WEBS 2-13=-112/708, 3-13=-451/922, 4-13=-1435/775, 4-12=-427/1079, 6-12=-950/572, 6-10= 580/1275, 7-10=-2044/1065, 2-15=-2032/1040, 10-16=-1968/4373, 7-16=-2642/1109, 8-18=-2208/1042 NOTES- 1) Unbalanced roof live loads have been considered for this design. '2) Wind: ASCE 7-10; Vult=l7.Omph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft;: L=37ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-10-11, Interior(1) 3-10-11 to 11-973,'Exterior(2) 11-9-3 to 15-5-2; Interior(1) 15-5-2 to 35710-3 zone;C-C for members and: forces & MWFRS for reactions shown; Lumber DOL=1.60 .. plate grip DOL=1.60 3) Provide adequate drainage to prevent water. ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6=0 tall by 2-0-0 wide will fit between the bottom. chord and any other members, with BCDL = 10.Opsf. .. 6) Bearing at joiint(s) 18 considers parallel.to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify'' :. capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to.bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) - 15=850,18=794. - Walter P. Finn:PE No.22839. MiTek USA, Inc, f.L Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: April 30,2019 & WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 11111-7473 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 building design. Bracing Indicated is to buckling of Individual truss web and/or chord members 6nly. 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„seeANSVFP11 Quality CrNorla,:051111-89 and BCSI Building Component' 6904 Parke East Blvd. Tampa, FL 33610 Safety Infomnatlonnovoliable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss i Truss Type .: .Qty ' .: Ply PEREZ RESIDENCE T16917377 Q57247 C1: Roof Spedial 1 1 Job.Reference (optional), t�namoers I russ, Inc., 4xi ,tort tierce, tL • • 6.ZZu S, NOV iu,zu16 MI I ek maustries, Inc.. I us Apr 3u uts:36:bu zui u rage i. ID:TrsM76.ShmCk5FgpUwtpnnhy87Le-fnlnMLdM9Bi8j6pkjC7s_m9oOpSNJfVeMMXQrl zLaYJ 2-8.0 7-2-10 11-9-3 17-1-5. 19-8-0 22-5-7 27-9-9 .32-0-10 36-7-3 2-8.0 4-6-16 4-6-10 5-4-2 2.6-11 2 4-3-1 4-6-9 Scale = 1:78.9 5x6 5.00 F12 - 4:' .. 21 m 0 N m O m O O Id . , . 19 16 3x4 = 4x6 - 4x5 _ 5x8 MT18HS —_ 4x8 = 5x6 = 6x8 = 3x4 II 48 = 2-8-0 7-2.10, 11-9-3 19-8-036,7-3 0 4-6.10' 4-6-10 7-10-13 B-1-9 8-9-10 :Plate Offsets (X,Y)-- (5:0-4-0,Edge), r9:0-3-4,0-3-01, (11:0-3-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.81 Vert(LL) -0.32 11-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.87 Vert(CT) -0.63 11-13 >690 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.14 21 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.33 11-13>999 240 Weight: 247lb FT=20% LUMBER- BRACING - TOP CHORD 2z4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied, except; end verticals. 5-7: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-7-2 oc bracing. .BOT CHORD 2x4 SP.M 30 *.Except WEBS 1 Row at midpt 7-13, 8-10, 3-15, 6-15 2-18: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 9-10: 2x4 SP M 30, 1-19: 2x6 SP No.2 OTHERS • 2z4 SP No.3 *Except* 9-20: 2x8 SP 240OF 2.0E REACTIONS. (lb/size) 19=1983/0-8-0, 21=1935/0-7-4 Max Harz 19=-238(LC 10) Max Uplift 19— 845(LC 12), 21=-798(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250.(Ib),or less except when shown. TOP CHORD 1-2— 939/480, 2-3=-1792/973, 3-4=-1964/1150, 4-6=-2047/1105, 6-7=-3586/.1685, 7-8=-5348/2479, 8-9=-428/192, 10-20=-812/1775, 9-20=-812/1775, 1-19=-1945/985 BOT CHORD 2-17=-1454/820, 16-17=-314/964, 15-16=-654/1580, 13-15=-1456/3204; 11-13= 2518/5419, 10-11=-1492/3089 WEBS 2-16=-509/1086, 3-16=-737/409; 4-15=-484/944, 6-13=-274/865, 7-13=-2310/1117, 7-11=-1181/646, 8-11=-1146/2618, 8-10= 3151/1539, 1-17=-842/1731, 17-19=-243/256, 3-15=-96/451,'6-15=-1875/985, 9-21=-2035/968 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=37ft; eave=5ft; Cat. dl; Exp C; Encl., GCpi=0.18;;MWFRS (directional) and C-C Extedor(2) 0-2-12 to 3=10-11; Interior(1) 3-10-11 to 11-9-3, Extedor(2) 11-9-3 to 15-5-2, Interior(l) 15-5-2 to 35-10-3 zone;C=C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 . 3) Provide adequate drainage to prevent water. ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom .chord. live load noncohcurrent with any other live loads. 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas.where a rectangle 3-6-0 fall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf: 7) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify . capacity.of bearing surface. .. ..... • 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at;joint(s) except Qt=1b) 19=845, 21=798. Walter P. Finn PE N6,22819.. MiTek USA, Inc. FL Cart 6634 $904 Parke East Blvd. Tampa FL 33610 Date: April 30,2019 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 14II-7473 rev. 1010312015 BEFORE USE: ` Design valid for use only with Mfrek® 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 MiTek Is always required for stability and to prevent collapse with possible personal Injury andl property damage. For general guidance regarding the. ' . ' . . fabrication; storage; delivery, erection and bracing of trusses and truss systems,.seeANSVIPIi Quality Cd1eda,:DSB-89 and BCSI BuYdtng Component 6904 Parke:East Blvd. Safety Infonnationovailoble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ... Tampa, FL 33610 Job Truss Truss Type .Oty . Ply PEREZ RESIDENCE T16917378 Q57241 C2: Roof.Special 1 1 Job.Reference (optional), Vnamoers I russ, inc., . , rOn rierce, rL tf.ZZU s Nov 16 ?ui b Mr I eK inausines, Inc.. i ue Apr ou uC::l6:o1 zul u rage 1 I D:TrsM7eShrhCk5FgpUwtpnnhyB7Le-7_J9Zhe_wVq_LGOwHvW 5XzizGDoc270oli0GzNTzLaYI 2-8-0 7-2-10 11-9-3 19o-8.0 27-1-9 3t-8-10. 36-7-3 2-8-0 4-6.10 4-6-10 7-10-13 7-5-9 4-7-1 4-10-9 Scale=1:78.9 5x6 = 5.00 12 3x4 .... 24 3x4 .. .. 3 23 46 .. .. .4z5 22 S 6 4x8 7:�- 2 6x8 = 1 .7 4x10 = .. .g ... N 21 N' o m 17 16 15 Sx12 = 14 26 13 12 11 1 10I6 19 18 .. 3x4 = 4x6 — 4x5 = Sx8 MT18HS — — 4x6 = Sx6 = " 6x8 = 3x4 11 4xB = 2-2.10 11-9-3 19.8-0 P7-1-9 36.7-3 2-8.0 4.6.10 4-6-10 • 7-10-13 7-5-9 9-5.10 ' :Plate Offsets (X,Y)-- [5:0-3-0IEdge] [9:0-3-4,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] Ud PLATES GRIP TCLL 30.0. Plate Grip DOL.. , 1.33 TC 0.78 Vert(LL) -0.30 11-13 >999 360 MT20 244/190 TCDL 15.0 Lumber:DOL 1.33 BC 0.87 Vert(CT)-0.5511-13 >784 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0:14 21 n/a n/a BCDL 10.0 Code FBC2017fTPI2014 Matrix -MS Wind(LL) 0.30 11-13 >999 240 Weight: 248Ito FT=20% LUMBER-- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD, Structural wood sheathing directly applied, except: end verticals. BOT CHORD 2x4 SP M 30 *Except` BOT CHORD. Rigid ceiling dire.ctlyapplied or 4-8-12 oc bracing. 2-18: 2x4 SP N0.3 WEBS 1 Row at midpt 7-13, 8-10, 3-15, 6-15 WEBS 2x4 SP.No.3 `Except' 9-10: 2x4 SP M 30, 1-19: 2x6 SP No.2 OTHERS: 2x8:SP 240OF 2.0E REACTIONS. (lb/size) 19=1983/0-8-0; 21=1935/0-7-4 Max Horz:19=232(LC 10) Max Uplift 19=-844(LC 12), 21=-800(LC 12). FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except When shown. TOP CHORD 1-2=-939/483, 2-3=-1791/975, 3-4=-1965/1151, 4-6=-2045/1105, 6-7=-3559/1686, 7-8=-5048/2350, 8-9— 390/173; 10-20= 811/1766, 9-20= 811/1766, 1-19=-1945/993 BOT CHORD 2-17=-1454/818,16-17=-335/960, 15-16=-673/1580, 13-15=-1466/3190, - 11-13=-2383/5109, 10-11=-1445/2964 WEBS 2-16= 506/1085, 3-16=-739/407, 4-15=-477/933, 6-13= 292/880, 7-13= 2039/984, 7-11= 1112/612, 8-11=-1059/2436, 8-10=-3070/1518, 1-17=-849/1731, 3-15=-95/454, :. 6-15=-1849/974, 9-21=-2007/960 'NOTES- '1) Unbalanced roof jive loads have been considered for this design. 2) Wind: ASCE 7-10; Vu(t=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft;:B=45ft; L=37fi; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-10-11, Interior(1) 3-10-11:to 11-9-3, Extedof(2) 11-9-3 to 15-5-2, Interior(1) 15-5-2 to 35-10-3 zone;C-C for members and forces & MW FRS for reactions. shown; Lumber DOL=1.60 ... plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated.' 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads. 6) ' This truss has been designed fora live load of 20.0psf on the bottorn.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) •Bearing at joint(s) 21 'considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb).. . 19=844,: 21=800. . Walter P.Finn. Pl N6.22839. MiTek USA, Inc. FL Cert 6634 • 6664Parke East Blvd. Tampa ampa FL 33810, Date: ' April 30,2019 : 0 wARNING - verify desrgn parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Tek® connectors. This design Is. based only upon parameters shown, and Is for an Individual building component, not M o.truss system. Before use, the building designer must verify the applicability of design porameters,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 MiTdk* 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,:seeANSVrPll Ouo[W Crttorla,.DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Informallonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Jab Truss Truss Type Qty Ply PEREZ RESIDENCE_ . T16917379 Q57241 C3 Roof Special 1 1 Job.Reference (optional) 44namoers I russ, Inc., ran Ylerce, rL _ mzzu s Nov 16'zul t! MI I eK Inausines; mc.. I ue flpr ou utl::i6:o3 zul `J• rage I ID:TrsM7eShmC.k5FgpUwtpnnhy87Le-4MRv_MgER64iaaXJPKYacOnHb1 U7W7n52K14SMzLaYG 2-8-0 7-2-10 11-9-3 1Z-6-10 23-4-0 29-1-9 36-7-3 2-8-0 4-6-10 4-6-10 5-9-6 5-9-fi 5-9-9 T-5-10 ' Scale = 1:78.9 5x6 = 5.00 F12 ... .. 4 4A 22 0 Io N I� O 20 19 3x4 = 4x6 3x4 = 12 11 10 6x8 = 3x4 I 3x8 — 3x4 11 7x8 = 4x8 = 7-2-10 11-9-3 17-6-10 23-40 29-1-9 36-7-3 2-8-0 4-6-10 4-6-10 5-9-6 5-9-6' 5.9-9 7=5-10 Plate Offsets (X,Y)-- .[8:0-6-12,0-3-4] [9:0-3-4,0-3-01, [11:0-3-8,Edge], [13:0-6-4,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) .,I/dell Lid PLATES GRIP TCLL 30'.0 Plate Grip DOL 1.33 TC 0.91 Vert(LL) -0.28 13-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.87 Vert(CT) : -0.53 13-14 >815 240 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.18 22 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.28 13-14 >999 240 Weight: 265lb FT=20% .LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD, Structural wood sheathing directly applied or 3-1-11 oc purlins, BOT CHORD 2x4 SP M 30'Except' except end verticals. 2-19,7-12: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-4-5 oc bracing. WEBS 2x4 SP'No.3 *Except` WEBS 1 Row at midpt 7-14, 3-16, 5-16 9-10,11-.19: 2x4 SP M 30, 1 20: 2x6 SP No.2 . OTHERS 2 8 SP 2400E 2 OE 2 Rows at 1/3 pts 8-10 x REACTIONS., (lb/size) 20=1983/0-8-0, 22=1935/0-7-4 Max Harz: 20=-249(LC 10) Max Uplift 20==848(LC 12), 22= 795(LC 12) FORCES. (lb):- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-939/473, 2-3=-17931969, 3-4= 1959/1148, 4-5=-1988/1117, 5-7=-3060/1513, 7-8=-4365/2023, 8-9=-418/204; 10-21=-703/1629, 9-21= 703/1629, 1-20=-1945/971 BOT CHORD 2-18=-1454/822, 17-18=-272/971, 16-17==617/1584, 14-16=-1168/2732, 13-14=-1800/3972,7-13=-327/847,10-11=-1861/4042 WEBS 2-17=-515/1693; 3-17=-732/418, 4-16=-539/1017, 5-14=-414/1049, 7-14=-1519/783, 11-13=-1809/3913, 8-11=-598/387, 8-10= 3937/1800, 1-18=-827/1728, 18-20=-256/266,; 3-16=-95/427, 5-16=-1586/837, 9-22=2250/1075 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Enbl.,,GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-10-11, Interior(1).3-10-11 to 11-9-3, Exterior(2) 11-9-3 to 15-5-2, Interior(1) 15-5-2 to 35-10-3 zone;C-C for members and forces & MWFRS fogy reactions shown; Lumber DOL=1.60. plate grip DOL=1.60' 3) Provide adequate drainage to prevent water ponding. .4) This truss has been designed.for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live. load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at joiht(s) 22 considers parallel to grain value using ANSVTPI 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 joints) except at=lb) 20=848,.22=795. Walter P. Finn.PE No.22839 MiTek USA, Inc. FL Cart 6634. 0904Parke East Blvd. Tampa FL 33610. Date; April 30,2019 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MI-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 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, seeANSVTPII CualMy Cdtedo,MSB-89 and BCSI Buldlnp Component'. .' 6904 Parke.East Blvd. Safety Infotmatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type , City. Ply PEREZ RESIDENCE T16917380 Q57241 C4: Piggyback Base 1 1 Job.Reference (optional)' Chambers Truss, Inc., .. Fort Pierce, FL _ 8.220. s Nov 16 2018 MiTek Industries, Inc. -T ue Apr 30 08:38:54 2019 I'age.1 "' " ' "' "' - ID:TrsM7eShmCk5FgpUwtpnnhy87Le-YZ_IBigsCQCZCk6Vy23p8cKXKRFTFSTEH_Ve_ozLaYF L2-8-0 9-10-6 13-8.0 18-6-0 23.4-0 29-7-12 34-10-0 40-8.0 �2-8-0 7-2-6 3-9-10 4-10-0 4-10-0 6-3-12 5-2-4 5-10.0 TOP CHORD UNDER :PIGGYBACKS Scale = i:eo.a sx8 = TO BE LATERALLY BRACED BY 5.00 12 4 = PURLINS:AT 2-0-0 OC:'MAX. . 3 27 a TYPICAL.: 1 4x5 5 .P8 5 28 . 5xB i 2 4x5 1 6 4x6 7 a. 4x6 B 3x8 9 0 15 4T-4Ali 29 Sx.8 _ 19 18 17 16 1 99 22 21 3x4 = 3x6 4x4 = 14 m = 7x14 MT18HS o 10 7 IN 6x8 = 3x4 11 4x8 -_ - 3x4 = to 12 11 3x8 3x4 14x10 = 2-8-0 9-10-6 13.8-0 .18.6-0 23,4.0 I 29.7-12 1 34.10.0 40,8.0 '7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) ..Vdefl Lid PLATES GRIP TCLL 30'0 Plate Grip DOL 1.33 TC 0.60 Vert(LL) . ' -0.51 13-14 >960 360 MT20 244/190 TCDL 15.0 Lumber.DOL 1.33 BC 0.80 Vert(CT) _ -0.96 13-14 >505 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB ..0.94 Horz(CT) 0.39 10 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.49 13-14:.' >995 240 Weight: 285lb FT=20% ' LUMBER-. BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD. Structural wood sheathing directly applied or 2-3-12 oc purlins, BOT CHORD 2x4 SP M 30 'Except` except end verticals. 2-P1,8-12:.2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-10-9 oc bracing. Except: WEBS 2x4 SP No.3'Except' 1 Row at midpt 2-20 13-15,11-13: 2x4 SP M 30, 1-22: 2x6 SP No.2: :WEBS 1 Row at midpt 3-10, 5-17, 13-15, 8-15, 6-16 REACTIONS.. (lb/size) 10=2224/0-8-0, 22=2224/0-8-0 Max Horz 22=-43B(LC 12) Max Uplift 10=-915(LC 12), 22=-951(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1050/494, 2-3=-2319/1278, 3-4=-2400/1485, 4-5=-2682/1523, 5-6=-3981/2056, 6-8=-5799/2784, 8-9= 7537/3549, 9-10= 5059/2420, 1-22= 2182/1007 BOT CHORD 2-20=-1728/1102, 19-20= 48/1170, 17-19=-486/2000,16-17— 1377/3593,. 15-16= 2203/5290, 6-15= 669/1600, 13-14=-158/412, 8-13=-237/600,:10-11=-2116/4596 WEBS 2-19=-595/1237, 3-19=-576/380, 3-17=-583/1098, 4-17=-340/659, 5-17=-1941/1071, 5-16= 670/1557, 13-15=-2966/6629, 8-15=-1793/946,.11A3=-2211/4803, 9-13=-952/2286, 9-11=-1653/833, 1-20=-951/2062, 20-22=-315/555, 6-16=-2219/1083 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=4.2psf; BCDL=3:Opsf; h=15ft; B=45ft; L=41ft; eave=5ft; Cat. 11; Exp.C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 4-3-9, Interior(1) 4-3-9 to 9-10-6, Exterior(2) 9-10-6 to 19-5-0, Interior(1) 19-5-0 to 40-8-0 zone;C-C for members and.forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated.' 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed fora live load of 20.Opsf on the bottom.chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb 'uplift at joint(s) except Qt=lb) 10=915, 22=951. Walter P. Finn, PE No.22839 . MiTek USA, Inc, PL Cart 6634, East 1 6904 Parke as Blvd. Tampa FL 338 11 . Date: April 30,2019 © WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. _�� Design valid for use only with MiTek® connectors. This design is base.donly 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, seeANSVTPII Quality CIBeda,.DSB-89 and SCSI Bu9ding Component 6904 Parke East Blvd: Safety Infoenatlonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. .. Tampa, FL 33610, Job Truss Truss Type Qty " Ply PEREZ RESIDENCE T16917381 Q57241 C5 PIGGYBACK BASE 1 2. Job Reference (optional) Vnamoers I russ, Inc., .. ron rlerce, rL o.zzu s NOV,] o 2uI a Iv6 I eK Inauslnes, mc. - i ue mpr ou umomoo eu I a rage i ID:TrsM7eShmCk5FgpUwtpnnhy87Le=Ux62cOi7kiSHR1Gu4T6HE1PrFEUgL_XII_k3hzLaYD 2-8-0 9-10-6 13-8-0 .18.6-0 23-4.0 E7-8-12 32-10-6 38-0-0 40-8.0 ; 2-8-0 7-2-6 3-9-10 4-10-0 4-10.0 4=4-12 5-1-10 ' 5-1-10 2-8-0 Scale=1:79.5 5x8 - 5.00 12, .. 5x6 = .. .. 327 4 3x5 4x5 26s 5 28 4x8 2 3x4 II . 1 6. 4x8 7 5x6 8 1 17 Sx12 = 20 19 18 30 31 y 23 22 3x4 = 3x6 = 16 5x18 6x8 = 3x4 11 3x8 = 3x4 11 14 3x4 II 1 2-8.0 1 9-10_6 { 13_8.0 I_ 23.4--0 I 27-8-12 3 0 4x4 9 29 0 0 0 11 o M 13 5x8 - o Iq `v 3x10 = 3x5 II 12 4x5 = o 3x4 11 F 38;0;0 40--8-0 LOADING (pso SPACING- 2-070 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 30.0 Plate Grip DOL : . _ 1.33 TC 0.76 Vert(LL) - -0.39 10-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC" 0.93 Vert(CT) -0.7210-13 >670 240 " BCLL 0.0 ' Rep Stress Incr YES WEI 1:00 Horz(CT) 0.34 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS :Wind(LL) 0.38 10=13 >999 240 Weight: 573lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 7-1"1: 2x6 SP 240OF 2.OE. except end verticals. BOT CHORD 2x4 SP M 30 `ExcepY" BOT CHORD " Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-22,6-115,6 4,10-12: 2x4 SP No.3 6-0-0 oc bracing: 22-23 WEBS 2x4 SP No.3 *-Except* 2-2-6 oc bracing: 10-13. 13-15: 2x4 SPI M 30, 1-23: 2x6 SP No.2 REACTIONS. (lb/size) 11=2206/0-8-0, 23=2206/0-8-0 Max Horz 23=-435(LC 12) Max Uplift 11=-907(LC 12), 23=-943(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1051/491, 2-3=-2293/1268, 3-4=-2389/1468, 4-5=-2673/1.507, 5-6=-5675/2861, 6-8=-5650/2734, 8-9=-6295/3007, 9-10=-6439/3032; 10-11=-1208/634, 1-23=-2166/1000 BOT CHORD 2-21=-1708/1095, 20-21=-50/1192, 18-20=-481/1975, 17-18=-1366/3510,'6-17=-395/277, 8-15=-153/305, 10-13=-2799/6171, 10-12=-294/618 WEBS 2-20=-588/1264, 3-20=690/365, 3-18= 562/1219, 4-18=7340/665, 5-18=-1887/1075, 5-1 7=-1 235/2753, 15-17=-2402/5594, 8-17=-667/437, 13-15=-2777/6117, 9-15=-595/419, 9-13=-1246/646, 1-21=-945/2047, 21-23=-308/552 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. . . . . ' . Webs connected as follows: 2x4 - 1, iow 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 CA_ SE(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 forthis.design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1:5ft; B=45ft; L=41ft; eave=5ft; Cat. - 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12.to 4-3-9, Interior(1) 4-3-9 to 9-10-6, Exterior(2) 9-10-6 to 19-5-0, Interior(1) 1.9-5-0 to 40-4-0 zone;C-C for.members and forces & MWFRS for reactions 'shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other.live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Walter P. Finm,PE N6.22839 i will fit between the bottom chord and any other members, with BCDL = 10:Opsf. MiTek USA, Inc. FL Carl 683¢. 8) Bearing at joint(s) 11 considers parallel to grain value: using ANSI/TPI 1 angle to. grain formula. Building designer should verify' 6904Parke East Blvd. Tampa FL 33610: "capacity of bearing surface. Date: 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 11=907,.23=943. : ": " April30,2019 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE r Design valid for use only with MRek® 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 of Individual truss.web and/or chord members only. Additional temporary and permanent bracing MOW. prevent.buckling Is always required for stability and to pl�event.collapse with possible personal Injury and.property damage. For general guidance regarding the : . fabrication; storage, delivery, erection and bracing of trusses and truss systems,.seeANSIM11 Qualify Cdteda, OSB$9 and BCSI BuNdtng Component . 6904 Parke.Easi Blvd - safety Informatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type r Qty ' Ply PEREZ RESIDENCE TI6917382 :Q57241 C6 : :. PIGGYBACK BASE 1 2 Job Reference (optional) Chambers Truss, Inc., .. Fort Pierce, FIL 8.220 s Nov,16 2018 MiTek Industries, Inc. .Tue Apr 30 08:38:58 2019. Paget ID:Tr.tM7eShmCk5 FgpUwtpnnhy87Le-QKEo14j NGfj?hLQHBt81JSUB12AMBGSgCbTr7ZzLaYB 2 9-10-6 ' 13-8-0 18-6.0 23-4-0 . 26-8.0 1 32-4.0 38-0.0 40.8-0. 2-6.0 7.2-6 3-9-10 4-10-0 5-8-0 5-8-0 2-8.0 5x8 Scale.- 1:79.9. .. 5.00 .1.2 .. 5x6 = .: .. .. .. ... .. ... 327 4 :. 3x5 .. 4x5' �:. 26 5: 28.: .. 4x8 2. 3x4 11 .. 5x6. .. . - .. .:.64XB� .. .. 7 g ... .. 4x4 9 23 22 3x4,_ ..3x6 = 16 11 !- .to 6x8 = 3x4 3x8— 3x4 11 14 13 — Sx a 3x4 I '5x6 -= 3x5 1 1P .4x5 .= . .' .. ._. 3x4 II' 2-8-0 9 13-8-0 23-4-0 26-8-0 32-4-0 38-0-0 40.8-0 2-B.0 7-2-6 3.9-10 9-8-0 3-4-0 5-8-0 5-8-0 2-8=0 Plate Offsets (X,Y)-- .[3:0-5-12,0-2-81, [4:0-3-0 0-2-51 [7:0-4-O,Edgel, r10:0-6-8,Edge1', [10:0-1-12,0-1-81, [11:0-2-7,0-0-01, [17:0-2-12,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate GripDOL 1.33 TC. 0.76 Vert LL ( ) . =0.41 10-13 >999 360 MT20 244/190 TCDL 15.0 Lumber IDOL 1.33 BC 0.93 Vert(CT) -0.76 10-13 >630 240 BCLL -. 0.0 '-.. Rep Stress Incr. YES WB 0:94 . Horz CT ( ) 0.34 11 n/a n/a . BCDL 10.0 Code FBC2017/TP12014 Matrix -MS :Wind(LL) 0.41 10-13, >999 240 Weight: 574Ib FT=20% LUMBER- - BRACING-. TOP CHORD 2x4 SP M 30 *Except* TOP CHORD: , Structural wood sheathing directly applied or 5-11-7 oc purlins, 7-11: 2x6 SP 240OF 2.0E, except end verticals. BOT CHORD 2x4 SP M 30 *Except*" BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-22,6-16,6-14,10 12: 2x4 SP No.3 6-0-0 oc bracing: 22-23,15-16 WEBS 2x4 SP N6.3 *Except* 2-2-0 oc bracing: 10-13. 13-15: 2x4 SP M 30, 1-23: 2x6 SP No.2 REACTIONS.. (lb/size) 11=2206/0-8-0, 23=2206/0-8-0 Max Harz: 23=435(LC 12) Max Uplift 11— 907(LC 12), 23=-943(LC.12). FORCES. (lb):- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 1051/491, 2-3=-2293/1268, 3-4=-2388/1468, 475=-2673/1507, 5-6=-5668/2856, 6-8=-5620/2744, 8-9=-5805/2787, 9-10=-6256/2942; 10-11=-1208/634, 1-23=-2166/1000' BOT CHORD 2-21= 1708/1095, 20-21— 50/1192, 18-20=-481/1976, 17-18=-1367/3512,:6-17= 336/240, 10-13= 2705/5973, 10-12=-294/618 . WEBS 2-20=-588/1265; 3-20=-689/365, 3-18=-561h218,.4718=341/667, 5-18=-1890/1077, 5-17=-1228/2743, 15-17=-2213/5242, 13-15=-2678/5889, 9-15=-873/552, 9-13=-1052/567; 1-21=-945/2047, 21-23=-308/552 NOTES 1) 2=ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -.1 row at 0-8-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords Connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9=0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back:(B) face in the LOAD CASE.(S) section. Ply to 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 (37second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ff-,B=45ft; L=4lft; eave=5ft; Cat.: '. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-0-2-12 to 4-3-9, Interior(1) 4-3-9 to 9-10-6, Exterior(2) 9-10-6: to 19-5-0, Interi6r(1) 19-5-0,to 40-4-0 ione;C-Cfor.members and forces & MWFFIS for_reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ::. 5) Provide adequate drainage to prevent water ponding. 6) This. truss has been designed for a 10.0 psf bottom chord live load,nonconcurrent with any other live loads. 7) * This truss has been designed for alive load of 20.Opsf on the bottom 'chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide' Walter P. Finn. PE N6.22839 . will fit between the bottom chord and any other members, with BCDL - 10;0psf. MITek USA, Inc. fL Cert 663. . 8) Bearing atjoint(s) 11 considers parallel to'grain value: using ANSI/TPI i angle to. grain formula. Building designer should verify East Blvd Tap 13904 Parke m a F L 33810: . Capacity of bearing surface. Oat 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s).except Qt=1b) 11=907, 23=943. ...: .April 30,2019 - WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev, 10/03/2015 HEFOREUSE. Design valid for use only with MITek® connectors. This design Is. based only upon parameters shown, and Is for an individual building component, not : o.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 of individual truss.web and/or chord members only.. Additional temporary and permanent bracing MITek' prevent.buckling 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, seeANSVrPl1 Quality CrItarla,MS13•89 and SCSI Building Component . 6904 Parke East Blvd. Safety Infomratlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type , City Ply PEREZ RESIDENCE TI6917383 Q57241 . C7 PIGGYBACK BASE 2 2 job,Reference (optional) LJnambers I russ, Inc., .. ron Pl2rce, rL d.22U s N0V.1 b,2U1 b MI I eK Industries, Inc.. I ue Hpr 3U Ub:.3tl:bv zui u: rage, 1 ID:TrsM7eShmCk5FgpUwlpnnhy87Le=uW oAFQk?1 yrslV?Tl bf_rfl MVS W XwhNzRFCPfOzLaYA 5-0-15 9.10-6 13.8-0 20-2-0 26.8-0 32-4-0. 3B-0-0 40 5.90 15 4-9-7 3-9-10 6-6-0 6-6-0 5-8-0 5-8-0 2-8-0 5x6 = Scale = 1:72.4 5x6 = 323 4 y 3x4 I I . 5x6 = Jxb 11 11 4x5 = 3x4 11 9-10-6 13-8-0 20-2.0 26-8-0. 32-4.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC_ 0.76 Vert(LL) =0.41 9-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.93 Vert(CT) -0.76 9-12 >632 240 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.32 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.41 9-12 >999 240 Weight: 554Ito FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins, 6-10: 2x6 SP 240OF 2.0E except end verticals. BOT CHORD 2x4 SP M 30 'Except BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-13,9-11: 2x4 SP No.3 2-2-0 oc bracing: 9-12. WEBS 2x4 SP No.3'Except' 12-14: 2k4 SP M 30, 1-19: 2x6 SP No.2 REACTIONS. (lb/size) 10=2206/0-8-0, 19=2206/0-8-0 Max Hors 19==435(LC 12) Max Uplift 10=-907(LC 12), 19=-943(LC 12) FORCES. (lb) Max. Comp./Max. Ten. - All'forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2016/1233, 3-4=-1778/1188, 4-5= 2419/1409, 5-7=-3813/1971, 7-8=-6143/2935, 8-9=-6236/2929, 9-10=-1210/634 BOT CHORD 18-19=-261'/1387, 16-18=-645/2135, 15-16=-1371/3435, 14-15= 2408/5565, 7-14=-723/1720, 9-12=-2693/5950, 9-11=-294/618 WEBS 2-18=-324/960, 3-18=-250/470, 4-18= 1059/608, 4-16=-708/1406, 5-16=-1915/1037, 5-15=-492/1302, 7-15=-2451/1212, 12-14— 2704/5972, 8-14=-507/376, 8-12= 1238/649,:. 2-19=-2286/1258 NOTES- 1) 2=ply truss to be connected together with 10d (OA31 "x3") nails as follows: Top chords connected as follows: 2x4: 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1. row at 0-9-0 oc. 2) All loads are considered: equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to 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=4.2psf; BCDL=3.Opsf;'h=15ft; B=45ft; L=41ft; eave=5ft; Cat. : 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 4-3-9, Interior(1) 4-3-9 to 9-10-6, Exterior(2) 9-10-6 to 19-5-0, Interior(1) 1975-0 to 40-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for alive load of 20.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 = 10.00sf. 8) Bearing at joints) 10 considers parallel to grain value.using ANSI/TPI 1 angle to. grain formula. Building designer should verify Capacity of bearing surface, 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=907, 19=943. Walter P. Finn. PE N6.22839 MiTek USA, Inc, FL Cart 6634. 6904 Parke East Blvd. Tampa FL 33610 Date: April 30,2019 .AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE:Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MRekO 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 of Individual truss,web and/or chord members only. Additional temporary and permanent bracing. MOW. prevent.buckling 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, seeANSVIP11 Quality Cdfeda,.DSB-89 and SCSI Building Component . 6904 Parke,East Blvd. Tampa, FL 33610 Safety Informaflanavoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty " Ply PEREZ RESIDENCE T16917384 Q57241 D Flat 1 1 Job.Reference (optional) Chambers Truss, Inc., port Pierce, PL 8.220 s Nov,16,2018 Mi I ek Industries; Inc. I us Apr 30 08:39:00 2019 Page 1 I D:TrsM7eShmCk5FgpUwtpnnhy87Le-NiMZSmldoGzjwfafJlADOtaZGrVjfD77fvyyCSzLaY9 6-10-8 13-7-4 20-4.0 27.0-12 33-9.8 40-8.0 6-10.8 6-8-12 6-8-12 6-8-12 6-8-12 6-10-8 ` - Scale = 1:69.1 5x8 = 3x4 II 410 = 4x6 = 3x4'II 4x6 = 4x10 = 3x4 II 5x8 = 1 19 2 20 3 .21.4 5 ...6 22 7 23 8 24 9 18 17 16 14 12 11 1( 3x6 11 1b 13 6x10 = Sx8.MT18HS= 3x8 = 3x4 II 6xl0 = 3x6 II 3x411 5XBMTIBHS= 6-10.8 13-7.4 20-4.0 27-0-12 33-9-8 40-8.0 6-10.8 6-8-12 6-8-12' 6-8-12' 6=8-12 6-10-8 Plate Offsets (X,Y)-- [4:0-3=0;Edge], [6:0-3-0,Edge] [13:0=3-4,0-0-0], [15:0-3-4,0-0-0] LOADING (psf) SPACING- 2-070 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC. 0.63 Vert(LL) . -0.49 14 >985 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.74 Vert(CT) -0.90 14-16 >535 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.19 10 n/a n/a BCDL 10.0 Code FBC2017fTPI2014 Matrix -MS Wind(LL), 0.49 14 >976 240 Weight: 228lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD: Structural wood sheathing directly applied or 2-5-11 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 *Except' BOT CHORD Rigid ceiling directly applied or 4-6-4 oc bracing: 1-18,9-10: 2x6 SP No.2, 1-17,9-11: 2x4 SP M 30 WEBS 1 Row at micipt 1-17, 3-17, 7-11, 9-11 REACTIONS. .(lb/size) 18=2211/0-8-0, 10=2211/Mechanical Max Uplift 18=-928(LC 12), 10==928(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb)'or.less except when shown. . TOP CHORD 1-18=-2145/1164, 1-2=-3344/1693, 2-3=-3344/1693, 3-5=-5953/2979,'5-7— 5953/2979, 7-8=-3344%1693; 8-9= 3344/1693, 9-10=-2145/1164 BOT CHORD 16-17= 2655/5294, 14-16=-2655/5294, 12-14=-2655/5294, 11-12= 2655/5294 WEBS 1-17=-1908/3780, 2-17=-639/451, 3-17=-2240/1121, 3-16=0/264, 3-14=-382/756, — 5-14=-608/412, 7-14382/756, 7-12=0/264, 7-11=-2240/1121, 8-11=-639/451, 9-11=-1908/3780 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, 13=4511; L=41ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 4-3-9, Interior(1) 4-3=9 to 40-5-4 zone;C-C for members and forces & MW FRS for reactions shown; 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) This truss has been designed for a 10.0 psf bottom chord live )oad:nonconcurrent with any other live loads: 5) ' This truss has-been designed for a live. load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) fo'r truss b truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) •except Qt=lb) 18=928, 10=928. Walter P. Finn PE No.22839 . r MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610- Date. April 30,2019 " A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. fWOW015 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 requiredfor 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,.seeANSVIPII Quality Crlterla,.DSB-189 and BCSI BuBding Component 6904 Parke.East Blvd. , Safety Informatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply PEREZ RESIDENCE T16917385 Q57241 D1 Half Hip 1 1 Job.Reference o tional bnamoers i russ, inc., vori rierce, M o.zzu s rvov r o zu i o rvn i eK inausures, mc. i ue tTpr au uosa:u i zu i u rage r ID:TrsM7eSh_ mCk5FgpUwtpnnhy87Le-rvwxf5mFZa5aYo9rtOhSx46igFGeOdi GUZhVkuzLaY8 1-0• 9-0-4 16-10-12 24.9.4 32-7-12 40-8-0 0- 8-0-4 7-10-8 7-10.8 7-10-8 8-0-4 Scale = 1:70.5 5.00 F12 5x6 = 5x6 = 4x6 = 3x5 = 3x4 1 1 i 2 19 3 20 4 21 6 3x4 = ' ' 4x6 = 4x4 p 5x8 = 6 22 7 23 8 " 24 9 18 17 16 15 14 13 12 11 10.. 6x8 = 3x5 = 3x4 = 4x4 = 4x10 3x6 11 5x8.MT18HS= 4x6 = 5x6 = 1-0.0 9-0-4 16-10-12 24-9-4 _ 32-7-12 Plate Offsets (X Y)-- 12:0-3-0 0-2-4t [4:0-3-0,Edge],[7:0-3-0,Edge], [11:0-3-8,0-2-0]' . LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0: Plate Grip DOL 1.33 TC- 0.72 Vert(LL) -'0.36 13-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC" 0.70 Vert(CT)-0.7013-14 >689 240 MT18HS 244/190 0.0 Rep Stress Incr YES WB 0.91_ Horz(CT) 0.17 10 n/a n/a _BCLL BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.36 13-14 >999 240 Weight: 244lb FT=20,/ LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-6 oc puriins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 `Except' BOT CHORD " Rigid ceiling directly applied or 4-8-13 oc bracing. 9-10,1-18: 2x6 SP No.2, 3-17,5-16,6-14,8-13,9-11: 2x4 SP M 30 WEBS 1 Row at midpt 3-17, 5-16, 9-11 REACTIONS. (lb/size) 1 0=221 1 /Mechanical, 18=2211/0-8-0 Max Harz 18=20(LC 12) Max Uplift 10= 930(LC 12), 18=-925(LC 12) FORCES. (lb) -Max.. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-475/276, 3-5=-3418/1780, 5-6=-4772/2426, 6-8=-4681/2366, 8-9=-3131/1587, 9-10=-2137/1171 BOT CHORD 17-18=-254/422, 16-17=-1780/3418, 14-16=-2426/4772; 13714=-2366/4681, 11-13=-1587/3131 WEBS 2-17=-704/1681, 3-17=-3415/1744, 3-16=-350/964, 5-16=-1572/778, 5-14=-20/278, 6-13= 755/510, 8-13=-916/1798, 8-11=-1661/975, 9-11= 1803/3567, 2-18= 2179/1166 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0:18; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 6-9=0; Interior(1) 6-9-0 to 40-5-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pondirlg. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load noncoricurrent with any other hive loads:: 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. . 7) Refer to girder(s) for truss.to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1Ob. lb uplift at joint(s) except at=lb) 10=930, 18=925. Walter P. Flnn,PE N6,22636 MiTek USA, Ina FL Cert 6634, 6904 Parke East Blvd. Tampa FL 33811): , " Date: April 30,2019 ' WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED mrTEK REFERANCE PAGE 111II-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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITBK• prevent Is always required for stability and to preventcollapse with possible personal injury and property damage. For general guidance regarding the'. : . . . . fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPII Quality CArorla,.DSB-69 and BCSI Building Camponont 6904 Parke East Blvd. Tampa, FL 321610 SafW Infomratlonavalloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty ' Ply PEREZ RESIDENCE T16917386 Q57241 D2 Half Hip. 1 1 , Job Reference (optional) t,namoers i russ, inc., ron rlerce, rL a.zzu s NOV 10 zu1 o N6 I eK mauslnes, Inc. i ue r+pr au uo:aa:uj zu 1 a rage r ID:TrsM7eShmCk5FgpUwtpnnhy87Le-nH 1 1!4nnW 5BLin61 E_RkwOVC203yW sXfZMtAcpnzLaY6 3-0.0 10-7-7 18-1-2 25.6-14 33-0-9 40.6-0 3-0-0 7-7-7 T 5-11 7-5-11 7-5-11 7-7-7 Scale = 1:69.9 5.00 r12 6x8 = 2 5% 3x4 11 46 = 3x8 = 19 3 4 5 3x4. 11 4x6 = 6 7 20 6x8 = 8. 21 3x4 11 9. 18 17 . GG 16 - IJ Ga 14 G4 13. I_G GJ 11- � co - 10 3x6 II 5x6 = 5x10 = 5x8 MT18HS= 3x4 II 4x8 = 3x4 II 7x8 = 3x6 = 3-0-0 10-7r7 18-1-2 25-6-14 33.0.9 40-8-0 3-0.0 7-7-7 7-5-1t 7.5-11 7.5-11 7-7-7 Plate Offsets (X,Y)-- [2:0-64;0=2-121, [4:0-3-0,Edge] [7:0=3-0,Edge] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC. 0.73 Vert(LL) -0.26 13-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.61 Vert(CT) . -0.52 13-14 >936 240 MT18HS 244/190 BCLL 0.0 * Rep Stress Incr YES WB 0.94 Horz(CT) _ 0.14 10 n/a n/a BCDL 10.0 Code FBC2017fTP12014' Matrix -MS Wind(LL) 0.27 13-14 >999 240 Weight: 254 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 5-0-8 oc bracing. 9-10,1-18: 2x8 SP No.2, 8-10: 2x4 SP M 30 WEBS 1 Row at midpt 2-16, 5-16, 5-13, 8-13, 8-10 REACTIONS. (lb/size) 1 0=221 1 /Mechanical, 18=2211/0-8-0 Max Horz 18=71(LC 12) Max Uplift 10=-936(LC 12), 18=-919(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2— 1258/68B, 2-3=-3222/1747, 3-5=-3222/1747, 5-6=-3880/2000, 6-8— 3880/2000, 9-10=-295/237, 1-18=-2202/1200 BOT CHORD 16-17=-675/1093, 14-16=-2144/4106, 13-14=-2144/4106, 11-13=-130612544, 10-11=-1306/2544 WEBS 2-17=-1533/905, 2-16=-1319/2631, 3-16=-732/527, 5-16=-1109/524, 5-14=0/311, 5-13=-312/191, 6-13=-663/450, 8-13=-866/1654, 8-11=0/320, 8-10=-3106/1590, 1-17=-1045/2000 NOTES- 1) Unbalanced roof live loads have been con"sidered.forthis design. 2) Wind: ASCE 7-10; Vu'It=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 8-9-0; Interior(1) 8-9-0 to 40-5-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent waterponding. 4) All plates are MT20 plates unless'otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf omthe 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 BCD L = 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 100 lb uplift at joint(s) except at=lb) 1n=A3R_ 1A=g1g_ - O WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II-7473 rev. 1010312019 BEFORE USE. = Design valid for use only with MTekO connectors. This design is, based only upon parameters shown, and is for on 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 chard 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,.seeANSVWII CualBy Cdtoda,.DSB-89 and BCSI Building Component . ast Blvd. 6904 Parke.E. Safety Informatlonavoiloble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type R . Qty. Ply PEREZ RESIDENCE T16917387 Q57241 " D3 Half Hip, 1 1 _ _ Job Reference o tional viamber8 I runs, Inc., tort Fierce, t•L mzzu $ rvov i is zui tr ive i eK mousines; mc.. r ue /ipr su uose:uv zu i arage r .: . I D:TrsM7eShrhCk5FgpUwtpnnhy87Le-FUb317oBsVTBPGtQY8F9YjkDCTGSbzMiaXw9LDzLaY5 5-0.0 11-4-0 . 17-8-0 25.4.9 32-11-7 40-8-0 5.0.0 6-4-0 6-4-0 7-8.9 7-6-13 7-8-9 Scale = 1:72.5 5.00 12.5xB 5xB 4x6 = 3x4 I 410 = 3x6 = 3x4 II 20 2 21 3 22 4 5 6 723 8, 24 . 4A 19 18 16 15 3x4 11 _ 3x6 II 4x5 = 3x6 = 5x10 = 3x4 II 5-0-0 11-4.0 17-8-0 25-4-9 32-11-7 40-8.0 5-0-0 6-4-0' 6.4-0 : 7-8-9 7.6-13 r 7-8-9 Y)-- [2:0-5-12 0-2-8] [3:0-3-8 0-2-81 14:0-3-0 Edge] 5x8 = 9 17 r7 v. II Io N ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.76 Vert(LL). -0.39 13-14 >999 360' MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0'.75. Vert(CT) -0.79 13-14 >614 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr . YES WB 0.98 Horz(CT) 0.21 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.40 13-14 >999 240 Weight: 258lb FT=20% LUMBER- BRACING- .. TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2=2-0 oc purlins, BOT CHORD 2x4 SP M 30 `Except' except end verticals. 6-15: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-6-11 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 2-16, 3-16, 3-14, 6-11, 9-11 9-10,1-19:.2x6 SP No.2, 14-16,9-11: 2x4 SP M 30 REACTIONS. (lb/size) 10=2211/Mechanical,,19=2211/0-8-0 Max Horz 19=121(LC 12) Max Uplift 10=-943(LC 12), 19=-912(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. 'TOP CHORD 1-2=-1747/957, 2-3=-2883/1622, 3-5=-5122/2768, 5-6=-5168/2791, 6-8=-3262/1999: 8-9=-3262/1699, 9-10=-2138/1196, 1-19=-2167/1219 BOT CHORD 16-18=-94311510, 5-14=-625/425, 13-14=-2613/4971, 11-13=-2613/4971 WEBS 2-18=-1203/705, 2-16= 957/1969, 3-16=-2146/1230, 14-16=-1657/2954, 3-14=-1402/2726, 6-13=0/328; 6-11=-1965/1057, 8-1'1=-714/500, 9-11= 1915/3685, 1-18=-1016/2002 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=4.2psf; BCDL=3.Opsf; h=15ft;'B=45ft;, L=41ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 4-379; Interior(1) 4-3-9 to 5-0-0, Exterior(2) 5-0-0 to 10-9-0, Interior(1) 10-9-0 to 40-5-4 zone;C-C for members.and forces & MW FRS for reactions shown; Lumber DOL=1; 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent waterponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom Chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.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 BCD = 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 100 lb uplift at joint(s) except (jt=lb). 10=943, 19=912; .. w. Walter P. Finn.PE No.22839 ' MiTek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 . Date; April 30,2019 O WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with M(Tek® connectors, This design Is based only upon parameters shown, and Is for an Individual building component, not Nil a.truss system. Before use; the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated is to buckling of individual truss and/or chord members only., Additional temporary and permanent bracing. MiTek" prevent web Is always requiredfor 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, seeANSVIPII Quality Crlterla,.DS13-89 and 1= Building Component' . . 6904 Parke.East Blvd. Safety Infonnationavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312 Nexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty PEREZ RESIDENCE ..Ply T16917388 Q57241 D4' Half Hip Job Reference (optional) t,namDerS I runs, Inc., ran rierce, rL , . O.ZZu s NOV 10 eU r a IVII I eK Inuustrles,: rnc. rue mpr dV uo;Jd:uo eu r u rauttl 'I' ID:TrsM7eShmCk5FgpUwtpnnhy87Le=jg9SVTp hdob?1QSd6rm05wHR_saVKREspBfjtfzLaY4 7-0-0 12.4,0 17c8-0 23-2-2t3-9-5 34-4.0 40-8-0. 7-0-0 5.4-0' S-4-0 5-6-1111 5-6-11 5.6-11 6-4-0 Scale = 1:72.9 _ 3x4 11 — 5.00 F12 5x8 4x6 = 4x6 = 3x4 3x4 = 3x6 = 3x4 15x8 = = . 2 24 3 25:. 26 4 5 6 27 7 828 9 29 10 4x1I VI 21 20 lu 'Ju - 18 17 3x6 II 3x6 — 4x12 = 3x4 II 4x5 = 26-0-0 _ 28-9-5 8-4.02-9.5 Plate Offsets (X Y)-- [2:0-5412 0-2-8] [5:0-3-0 Edge] [12:0-3-0 0-2-0] [16:0-4-0,0-3-01 LOADING (psf) _SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL" 1.33 TC 0.57 Vert(LL) -9.43 14-16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC -0.89 Vert(CT) ' -0.98 14-16 >494 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.15 11 n/a n/a BCDL 10.0 Code FBC2017/TPl2014 Matrix -MS Wind(LL) 0.30 14-16 >999 240 Weight: 277lb FT=206 LUMBER- BRACING- . TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins, BOT CHORD 2x4 SP M 30 `Except` except end verticals: 4-17,9-13: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing. WEBS 2x4 SP No.3 `Except` WEBS 1 Row at micipt 2-18, 3-18, 3-16, 10-12, 1-20 10-11,1-21: 2x6 SP No.2, 16-18,12-14;10-12: 2x4 SP M 30 REACTIONS. (lb/size) 11=2211/Mechanical, 21=2211/0-8-0 Max Harz 21=172(LC 12) M U lift 11—=952(LC 121 21=-9031LC 12) ax PI — FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb).or.less except when shown. TOP CHORD" 1-2=-2074/1102, 2-3= 2658/1523, 3-4=-4283/2352, 4-6=-4308/2359, 6-7=-3659/1915,. 7-9=-2864/1523, 9-10=-2894/1541, 10-11=-2134/120611-21=-2143/1202 BOT CHORD 20-21=-291/137, 18-20=-1104/1784, 4-16=-481/329, 14-16=-2321/4256, 9-12— 556/398 WEBS 2-20=-952/562, 2-18=-715/1528, 3-18=-2094/1180, 16-18— 1592/2829, 3-16=-1175/2285, 6-14= 820/560, 7-14=-20/259, 12-14=4833/3578, 7-12= 997/511, 10-12=-1810/3402, 1-20=-985/2047 NOTES- 11) Unbalanced roof live loads have been considered for this design. " 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=41ft; eave=5ft; Cat. 7. II; Exp C; Encl., GCpi=0.18;.MWFRS (directional) and C-C Exterior(2) 0-2-12 to 4-3-9, Interior(1) 4-3-9 to 7-0-0, Exterior(2) 7-0-0 to 12-9-0, Interior(1) 12-9-0 to 40-5-4,zone;C-C for members and forces.&:MWFRS for reactions shown;:Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated:- 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been. designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-670 tall by 2.0-0 wide will fit between the bottom chord and any other members, with BCDL = lo.Opsf. 7) Refer to girder(s) for truss to truss connections. Rl Provide merhaniral connection fhv others) of truss to bearing nlate capable of withstanding 100 lb uDlift at ioint(s) except (it=lbl 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mflek® 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 Isla of individual truss and/or chord members only.. Additional temporary and permanent bracing MiTek' . . prevent.buckling web 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, seeANSVWII Quality Cdterla,.DSB.89 and SCSI Building Component' . . 6904 Parke East Blvd: Safety Informatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City, Ply PEREZ RESIDENCE T16917389 Q57241 : D5' . Hip, r1 1 Job.Reference (optional) t.namoers i russ, mc., ran rierce, rL meeu s rvuv r o eu i o rvn r eK muusuies; mu. , i ue mpr ou uo;au:ur eu i s rdye r ID:TrsM7eShm_Ck5FgpUwtpnnhy87Le=f3HCw_9gO8Qrj Gjc?DGosALMgigH4oNT8GV8gyYzLaY2 2 -14 12-4-0 17-8-0 19 O0 26-8-0 34-,4-0 38-9-10 40.8-0. 6-3-14 6-0-2 5-4-0 1-4.0 7-8=0 7-8-0 4-5-10 1-10 6 • Scale = 1:74.2 5.00 12 46 -:�- 5x8 = 5 6' 3x8 = 3x6 = 4x5 = 2930 7 8 31 32 9 23 . ez 21 20 4x8 = 5x8 = - 5x8 MT18HS= 4x12 = 3x4 11 3x4 I 34-4.0 5x6 5x6 = 10 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) . I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.94 Vert(LL) -0.35 20 >999 360 MT20 p 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.82 Vert(CT) -0.63 20 >768 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(CT) 0.21 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.37 20 >999 240 :Weight: 270 lb FT = 209X. . . LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2=2=0 oc purlins, BOT CHORD 2x4 SP M 30 -Except- except end verticals: 5-20,9-15: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-4-13 oc bracing. WEBS 2x4 SP No.3'ExcepY WEBS 1 Row at midpt 5-18, 7-18,14=16, 7-14, 9-13 19-21,14-16i 2x4 SP M 30 REACTIONS. (lb/size) 1=2229/0-8-0, 12=2229/Mechanical Max Harz 1=436(LC 12) Max Uplift 1=-896(LC 12), 12— 974(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb).or less except when shown. . TOP CHORD 1-2— 5036/2424, 2-4=-4172/2124, 4-5=-4767/2668, 5-6=-4094/2403, 6-7=-3822/2266,. 7-9=-2526/1495, 9-10=-812/520, 10-11=-903/527, 11-12=-2218/1279 BOT CHORD 1=23=-2639/4573, 21-23= 2639/4573, 5-19=-974/1676, 18-19=-2536/4305, 16-18= 1962/3505, 9-14=-648/1333, 13714=-1431/2530 WEBS 2-23=0/252, 421=-10847768, 19-21=-2348/3980, 4-19=-380/676, 5-18=-1724/1157, 6-18=-641/1188, 7-18=-306/463, 7-16= 372/354, 14-16=-1916/3384, 7-14— 1183/640, . 9-13=-2568/1456, 11-13=-1114/1980, 2-21=-928/561 NOTES- i) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3:Opsf; h=15ft; B=45ft; L=41ft; eave=5ft; Cat. Ili; Exp,C; Encl., GCpk-0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-0-13, Interior(1) 470-13:to 19-0-0, Exterior(2) 19-0-0 to 24-9-0, Interior(1) 24-9-0 to 38-9-10; Exterior(2) 38-9-10 to 40-6-4 ione;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding:.: 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any.other live loads. 6) ' This truss has been designed fora live. load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 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 100 Ito uplift at joint(s) except Qt=lb) 1=896, 12=974. Walter P. Finn PE No,22639 MTek USA, Inc. FL Cart 6634. 6934 Parke East Blvd. Tampa FL 33610 Date: April 30,2019 0 WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGEM11.7473 rev. 1010 12015 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 verity 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, seeANSVIPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke.East Blvd. Tampa, FL 33610 Safety Informati navallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type . Qty., " . Ply PEREZ RESIDENCE T16917390 Q57241 D6 ' HIP Job Reference (optional) lynamoers I russ, Inc., .. r-on rlerce, r-L _ 6.4 4 U 5 IVoV.I o ZV 10 IVII I eK Inau51ne5; Ina.. 1 ue Mpf oa va:aa:aa ZV IV rage. -I , ID:TrsM7eShmCk5FgpUwtpnnhy87Le-BFta7VrevjzautBCn_J5jZVyL4dgXn21V9uNU_zLaYi 6-3-14 11,11-15 17-8-0. 21-0-0 27-8.0 34-4-0 36-9-10 40.8-0 6-3-14 5-8-1 5-8-1 3-4-0 6-8-0 6.8-0 2-5-10 3-10-6 - - - Scale = 1:74.4 5.00 12 5x6 = 3x8 = 4x5 = 5x6 = - .6 28 29 7 30 31 - - 8 .. .9 22 ci 20 19 4x8 = 3x8 — 5x9 MT1 BHS = 4x12 = 3x4 11 ... 3x4 II 6-3-14 9-1-14 ,' 11-11-15 17-8-0 21-0.0 27-8-0 14.0�. 36-9-10 40.8-0 6-3-14 2-10-1 2-10-1 5.8-1 3-4-0 8.8.0 6-B-0 2-5-10 3-10-6 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) , I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC. 0.50 Vert(ILL) : =0.33 19 >999 360' MT20 244/190 . TCDL 15.0 Lumber DOL 1.33 BC 0.74 Vert(CT) -0.60 19 >813 . 240 MT18HS 244/190 BCLL 6.0 "' Rep Stress Incr YES WB .1.00 Horz(CT) 0.20 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.35 19 >999 240 Weight:279lb FT=20./ LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc puffins, BOT CHORD 2x4 SP M 30 *Except* except end verticals. 5-19,8-14: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-5-2 oc bracing. WEBS 2x4 SP No.3'ExcepY WEBS 1 Row at midpt 5-17, 13=15, 7=13, 8-12 18-20: 2x4 SP M 30, 10-11: 2x6 SP No.2 REACTIONS., (lb/size) 1=2224/0-8-0,;11=2224/Mechanical Max Harz 1=43B(LC 12) Max Uplift 1=-893(LC 12), 11=-972(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5018/2403, 2-3=-4200/2120, 3-5— 4774/2659, 5-6=-3644/2136, 6-7=-3326/2036, 7-8=-2099/1337, 8-9= 1332/891, 9-10=-1502/897, 10-11= 2195/1324 BOT CHORD 1-22=-2601/4598, 20-22=-2601/4598,_5-18=-792/1516, 17-18= 2531/4316, . 15-17=-1647/2926, 8-13=-692/1364, 12-13=-1199/2098 WEBS 3-20=-1011/706,.18-20=-2322/4020, 3-18=-387/591, 5-17=-1822/1135,'6-1.7=-520/980, 7-17=-367/637, 7-15=-363/333, 13-16=-1589/2780, 7-13=-1130/590, 8-12=-1970/1130, 9-12=-145/422, 10-12=-'1108/1964, 2-20=-881/537 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=4.2psf; BCDL=3:Opsf; h=15ft; B=45ft; L=41ft; eave=5ft; Cat. . . 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-0-13, Interior(1) 470-13:to 21-0-0, Exterior(2):21-0-0 . to 26-9-0, Interior(1) 26-9-0 to 36-9--10, Exterior(2) 36-9-10 to 40-5-4 ione;C-C for members and forces & MW FRS for reactions shown; Lumber.DOL=1.60 plate grip: DOL=1.60 3) Provide adequate drainage to prevent water ponding., ' 4) All plates are MT20 plates unless otherwise indicated. 5) .This truss has been designed.for a 10.0 psf bottom chord live load nonconcurrent.with any other live loads. 6) ' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide, will fit between the bottom chord and any other, members, with BCDL = 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 100 lb uplift at joint(s) except at=lb) 1=893, 11=972. ' Walter P. Finn.PE N6.22839 MIT& USA, Ina, FL Cart 6634. 8604 Parke East Blvd. Tampa FL 33610 Date: April 30,2019 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEMII.7473 rev. 10/0=015 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 isio 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,.seeANSVIPIt Quality Cdteda, DSB-89 and BCSI BuBding Componen} 6904 Parke, East Blvd: Safety Informatbrgvoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply PEREZ RESIDENCE T16917391 Q57241 D7 Hip.' 1 1 Job'Reference (optional) Vnamoers I russ, mC., ran tierce, rL .... .. O.ZZU s NOV 1 o ZU r b IVII I eK Inuusines; Inc.. t ue 7fpr iu uo;ju:uu eu r u rage r' ID:TrsM7eShmCk5FgpUwtpnnhy87Le-cROyLrsGg15RV1 mOLhrKFmR3riiUivGGxRkpdwORzLaYO 6-3-14 11-11-15 17-8-0 23-0-0 28-6.0 34-4-0 34 9 10 40-8-0 6-3-14 5-8-1 5-8-1 5-4-0 5=8-0 5-8-0 : 0- - 0 5.10-6 Scale = 1:74.7 5x6 = 3x4 II 3x8 = 3x6 ' -5.00 12 - � - 6 26 727 28 B 9 29 - - 46 3x4 4 3 ... 3x4 2 45 i 5 4x6 - 10 ... 6 - O 25 t aI o .. 11 13 5x6 I 3x4 ,II O coo - J1g(12 MT18HS = 16 4x8 = 15 14 4x6 = 5x6 = 21 20 19 .. . 18 3x8 — Sx8 MT18HS = 4x12 = — 3x4 11 3x4 11 6-3.14 9-1-14 11-11-15 , 17-8-0 . 23-0.0 28-B-0 34; 4:0 40-B-0 6-3-14 2-10-1 2-10-1 5-8.1 5-4-0 5.8-0 5-8-0 6-4.0 Plate Offsets (X,Y)-- [1:04=2,0=1-81 [4:0-3-0,Edge], [6:0-3-0,0-2-4]1[9:0-2-9,0-2-61, [11:Edge,0-3-8],[12:0-2-8,0.2-12],.[14:0-3-0,0-1-12], [17:0-9-0,0-4-0], [19:0-2-12,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC. 0.71 Vert(LL) -0.32 18 >999 360 MT20 244/1.90 TCDL 15.0 Lumber DOL 1.33 BC 0.74 Vert(CT) -0.60 16-17 >814 240 MT18HS 244/190 BCLL 0.0 Rep Stress IncrYES WB . 0.89 Horz(CT) 0.18 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.35 18 >999 240 Weight: 266lb FT=20% LUMBER- BRACING - TOP CHORD' 2x4 SP M 30 TOP CHORD. Structural wood sheathing directly applied or 2-9-14 oc purlins, BOT CHORD 2x4 SP M 30 *Except* except end verticals: 5-18,8-13:-2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-5-4 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-16, 7-12, 1.0-11, 10-12 17-19: 2x4 SP M 30 REACTIONS. (lb/size) 1=2229/0-8-0, 11=2229/Mechanical Max Horz 1=436(LC 12) Max Uplift 1==896(LC 12), 11=974(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250'(lb) or less except when shown. TOP CHORD 1-2= 5031/2378, 2-3=-4209/2088, 3-5=-4804/2629, 5-6=-3254/1891, 6-7=-2921/1836, 7-8=-1798/1196, 8-9— 1791/1191, 9-10=-2031/1195-10-11=-2156/1315 BOT CHORD 1-21=-2569/4644, 19-21= 2569/4644, 5-17=-71611479, 16=17— 2517/4394, 14-16=-1392/2464, 8-12=-33/340 WEBS 3-19— 1018/683; 17-19=-2272/4073, 3-17=-404/621, 5-16=-2051/1212, 6-16=-372/776, 7-16=426/792; 7-14_ 337/285, 12-14=-1352/2451, 7-.12- i 163/610, 10-12=-1171/2116, 2-19=-886/542 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=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp C; Encl., GCpt=0.18; MWFRS'(directional) and C-C Exterior(2) 0-0-0 to 4-0-13, Interior(1) 4-0-13 to23-6-0, Exterior(2)'23-0-0 to 28-8-0; Interior(1) 28-8-0 to 34-9-10,' Exteri6r(2) 34-9-10 to 40-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip: DOL=1.60 3) Provide adequate drainage to,prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. .5) .This truss has been designed.for a 10.0 psf bottom chord live load nonconcurrent.with any.other live loads. 6) ' This truss has been designed for alive load of 20.Opsf on the b6ftom.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'girdeir(s) for truss to truss connections: 8) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1=896, 11=974. Walter P. Finn. PE No.22839 - MiTek USA, Inc. FL Cert 6834. 9994 Parke East Blvd. Tampa FL 33610. Dater April 30,2019 WARNING- Verily desfgn parameters and READ NOTES OHTHIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev, f0/03/2015 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 building design, Bracing Indicated is to buckling of individual Truss and/or chord members only. Additional temporary and permanent bracing MOW prevent web 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,.seeANSIMII Qualify CrIterla, DSB-89 and SCSI Building Component' . 6904 Parke East Blvd: - Safety Informatlonavoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type . Qty. Ply PEREZ RESIDENCE T16917392 Q57241 D6 Hip 1 1 " Job Reference (optional) L:hambers I russ, Inc., Fort Fierce, I-L 822q S NOV.16 2018 MI I eK Industries; Inc.. I ue Apr 30 u8:39:11 2U19Fage 1 I D:TrsM7eShtnCk5FgpUwtpnnhy87L'e-YgWjm W tXCeL91LwmS6toKBXPiHdfk9gkB7715JzLaY_ 6-3-14 11-11-15 17-8-0 25-0-0 32-9-10 a4-4=q. 40-2-8 40 6-0 6.3-14 5-8-1 5-8-1 7-4-0 - 7-9-10 1-6-6 5-10-8 0-5-8 Scale = 1:81.1 7x10 MT18HS = 5.00 12 5x8 -3x4 11 626 27 2829 7 8 30 4x6 25 31 4x8 4x6 5 9 3x4 4 3 o� T. 3x4 4 2 24 & g 5x12 =- - 10 0 . 1 0 32 15 14 33 13 12 3x6 II m N _t2d - - 5x12 MT18HS= 4x6 = 3x4 II 20 19 18 17 4x5 = 4x10 = 3x8 5x8 MT18HS= 4x12. 3x4 II 3x4 6-3-14 9-1-14 .11-11-15 17-6-0 25-0-0 32-9-10 344 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud ..PLATES GRIP TCLL ' 30.0 Plate Grip DOL 1.33 TC 0.73 Vert(LL) -0.33 17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.85 Vert(CT) . -0.64 15-16 >762 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.19 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.36 17 >999 240 Weight:271 lb FT=20% LUMBER-. BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc purlins, BOT CHORD 2x4 SP M 30 *Except* except end verticals. 5-17,8-12:.2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-13, 7-13, 9-11 16-18: 2x4 SP M 30, 9-10: 2x6 SP N6.2 . 2 Rows at 1/3 pis 5-15 REACTIONS. (lb/size) 1=2224/0-8'-0,:10=2224/Mechanical Max Horz 1=438(LC 12) Max Uplift 1=-893(LC 12), 10=-972(LC 12) Max Grav 1=2232(LC 17), 10=2224(LC 1) . FORCES. .(Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5025/2364, 2-3=-4207/2054, 3-5=-4903/259.8, 5-6=-2895/1668, 6-7= 1686/1158,- 7-8=-1894/1285, 8-9==1998/1171, 9710=-2154/1307- BOT CHORD 1-20=-2550/4769, 18-20=-2550/4769,-16 5=-672/1528, 15-16=-2514/4614, 13-15= 1425/2666, 8-11= 376/390 WEBS 3-18=-1065/666; 16718=-2234/4208; 3-16=-417/696, 5-15= 2406/1341, 6-15=-653/1534, 6-13=-1464/762, 11-13=c999/1985, 7-11= 287/287, 2-18=-893/548, 9-11 =-1 127/2057 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=4.2psf; BCDL=3:Opsf; h=15ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp.C;.Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-0-13, Interior(1) 470-13 to 25-0-0, Exterior(2) 25-0-0 . to 30-9-0, Intedor(1) 30-9-0 to 32-9-10, Extenor(2) 32-9-10 to 38-6-10, Interior(1) 38-6-10 to 40-5-4 zone;C-C for members and - forces.& MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainag6 to.prevent water ponding.: 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed.for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has. been designed for live load of 20.Opsf on the bottom -chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10:Opsf. 7) Refer to girder(s) for,truss.to truss connections: 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=893, 10=972. Walter P. Finn PE No.22830 - MiTek USA, Inc. FL Cott 6634. ..... ... . _ 6904 Parke East Blvd. Tampa FL 33810 Date; April 30,2019 & WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEMIP7473 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 of individual truss web and/or chord members only.. Additional temporary and permanent bracing MOW— prevent.buckling 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, seeANSVrPII Quality Criteria, DSB-89 and Best Bull Component . 6904 Parke.East Blvd. Safety Infonnationavalloble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type , Qty Ply PEREZ RESIDENCE T16917393 Q57241 D9 Hip. Job.Reference (optional)' (inamners I russ, Inc., ron tierce, rL tl.zeu s IVOv,I t)zui tl m1 I ex Ina U5IDe5,: inc., I ue Hpr oa umoa: I z e I v- rage I' ID:TrsM7eShmCk5FgpUwtpnnhyB7Le-0045zsu9zyTOMVUzOgOl tP3eUh?QTCMUQnsacmZLaXz 6-3-14 1.1-11-15 17-8.0. 22.4-0 .27-0.0 30-9.10 35-7-1 40.8-0 6-3-14 5-8-1 5-8-1 4-8-0 4-8-0 3-9.10 4-9-7•= 5.0-15 - Scald = 1:82.9 5x6 =: . .. .. .. 5x8 — .. ... .. .: .. .. :.. - .. 5.00 F12 .. 7 258 4x6 - 4x4 24 6 9 26. 3x4 I 3x4 4x6 5 . 10 3x4 4 3: r 3x4 i .. T .. 2 - 23 15 1 27 - 28 1413 12 29 :30 11 � . N o t9d6x12 : 4 = 4x6 = 7x8... 19 18 17 16 4x8 = 3x8 =.. .. 5x8 MT.18HS = 4x12 = 3x4 1 .. .. . 3x4 11 6-3-14 9-1-14 11-15 . 27-0-0 30-9-10 17-8-0 40-8-0 6-3-14 2-10-1 2-11- 10-1 5-8-1 9.4-0 - 3-9-10 9-10-6 Plate Offsets (X Y)-- '[1:0-4-2 0-1-8] [4:0-3-0 Edge] f7:0-3-0 0-2-4] [8:0-5-12 0-218] [17:0-2-12 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL ' :30.0 Plate Grip DOL' : 1.33 TC. , 0.49 Vert(LL) -0.44 13-15 >999 . 360 MT20 244/1.90 TCDL 15.0 Lumber DOL 1.33 BC 0.75 Vert(CT) . -0.86 13-15 >561 240 MT18HS , 244/190 BCLL 0.0 Rep Stress lncr. YES W B 0.91 Horz(CT) 0.19 11 n/a n/a BCDL 10.0 'Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.34 '5-15. >999 240 Weight:276lb FT=20P/ LUMBER- BRACING - TOP CHORD 2z4 SP M 30 TOP CHORD Structural wood Sheathing directly applied or 2-9-13 oc purlins, BOT CHORD 2x4 SP M 30 *Except* except end verticals: 5-16: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-5-10 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-16, 6-13, 843, 8-12, 9-11 15-17:'2x4 SP M 3Q 10-11: 2x6 SP No.2 REACTIONS., (lb/size) 1=2224/0-8-0,:11=2224/Mechanical Max Horz 1=438(LC 12) Max Uplift 1=-893(LC 12), 11=-972(LC 12) ... Max Gray. 1=2227(LC 17), 11=2224(LC.1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5018/2342, 2-3=-4200/2004, 3-5=-4713/2403, 5-6=-4746/2536, 6-7=-2427/1475; ' 7-8= 2191/1436, 8-9==2034/1266 . BOT CHORD 1-19=-2496/4780, 17-19=-2496/4780, 5-15=468/326, 13-15=-1705/3199, 7. 12-13=-915/1827, 11-12=-722/1301 . WEBS 3-17= 066/584, 15-17=-2173/4242, 3-15=-251A94, 6-.15=-1078/2245, 6-13— 1738/1034,. 7-13= 303/570, 8-13=-619/1170, 8-12— 611/331, 9-12--349/993, 9-11=-2305/1297, 2-17=-878/539 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=4.2psf; BCDL=3.Opsf;,h=1.511; B=45ft; L=41ft; eave=5ft; Cat.: . II; Exp C Encl.,'GCpi=0.18; MWFRS (directional) and C-C Exted6r(2) 0-0-0 to 4-0-13, Interior(1) 4-0-13 to 27-0-0, Exterior(2) 27-0-0 . to 36-6-10,.Interibr(1) 36-6-10 to 4075-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60.01ate, :grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated: ..' ... 5) This truss.has been designed for a .10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for alive load of 20.Opsf on the bottom,chord in all areas where a rectangle 3-6-0 tall by 2-0-0-wide, will fit between the bottom. chord and any other members, with BCDL=10.0psf... . . 7) Refer to girder(s) fdrtruss to truss connections. ' 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 1=893,-11=972. Walter P. Finn PE d6.21636 - MiTek USA, Inc. FL Cott 6634. 6884 Parke East Blvd. Tampa FL 33610:. Date: _ . April 30,2019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/012015 BEFORE USE. Design valid for use only with MI.Tek® connectors. This design Is, based only upon parameters shown, and Is for an Individual building component, not MF _ -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.buckiing of individual truss web and/or chord members only.. Additional temporary and permanent bracing o 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,.seeANSVWII Guallty Marla, DSB-89 and BCSI Building Component' . 6904 Parke.East Blvd. Safaty Informatfonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type r . Qty. Ply PEREZ RESIDENCE T16917394 Q57241 E' COMMON 2 1 Job Reference (optional) itnamoers i russ, Inc., . ron coerce, t-L 9 n n 4-9-n ts.zzu S Nov.1 b.zu1 d ml i eK mausinesi inc.. I ue Hpr ;ju utrja:i s zui a rage, 1 Ck5FgpUwtpnnhy87Le-UCeTBCvnkGbt_e39aXvGQdcsl5UfCFc1 fRc78CzLaXy 2-0-0 4-8-0 : 4-8.0 2-0-0 ' Scale = 1:24.9 4x4 = . 3 Io 3xb = . . 4-8-0 9-4-0 4-8-0 4.8-0 Plate Offsets (X Y)-- :[2:0-0-2;Edgel [4:0-0-2,Edpel " LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL . 1.33 TC 0.29 Vert(LL) 0.05 6-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL1.33 BC 0:17 Vert(CT) : -0.02 6-9 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 3B lb FT = 20% LUMBER- BRACING-."- - TOP CHORD 2x4 SP M 30 TOP CHORD . Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-7-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=698/0-8-0, 4=698/0-8-0 . Max Harz 2 100(LC 19) Max Uplift 2=-592(LC 12); 4=-592(LC 12) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6Kill115,3-4=-692/1116 BOT CHORD 2-6=-858/574, 4-6=-858/574 WEBS 3-6=-502/204 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. I[; Exp. C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-1.1 to 0-7-13, Interior(1) 0-7-13 to 4-8-0, Extedor(2) 4-8-0 . to 7-8-0; Intedor(1) 7-8-0 to 11-4-11 zone; porch left and right exposed;C-C for members and foroes & MWFRS for reactions shown; .. Lumber DOL=1,60 plate grip DOL=1,60 3) This truss has been designed for a 10.0 psf bottom chord live load"nonconcurrent with any other live loads.' 4)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas'where a rectangle 3-6-0 tall by.2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection '(by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=592, 4=592. . _ . • . Walter P. Finn. PE N6.22836 . MiTek USA, Inc. FL Cart 6634' 8904 Parke East Blvd. Tampa FL 33610: Date; April 30,2019 0 WARNING -Verify design parameters and READ NOTES ON,THIS AND INCLUDED MfTEK REFERANCE PAGE MII.7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MRek® 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 preventcollapse with possible personal injury and property damage. For general guidance regarding the . : .ast fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVrPII Quality Crlfoda,.DSB-89 and BCSI Buldlnp Component 6904 Parke.EBlvd: - Safety Inforrnatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type , , . City " Ply PEREZ RESIDENCE T16917395 Q57241 E1 COMMON 2 1 ' Job.Reference (optional) t nambers I russ, Inc., t-on tierce, r-L s.zzU s NOV 16 2U18 MI I eK Industries; Inc. I ue Apr 3U Ud:39:13 2U19 rage, I ID:Tr8M7eShmCk5FgpUwtpnnhy87Le,-UCeTBCVnkGbt_e39aXvGQccs15S8CGr1 fRc78CzLaXy 2-0.0 4-8.0 9-4-0 11-4.0 2 0 0 4-8-0. 4-8-0 2-0_p: -" Scale = 1:24.9 4x4 3x5 = 2080 4-80_ 940 : 0-8.0 4.0-0 4.8-0 Plate Offsets (X,Y)-- :f2:0,1-14,0-0-21, f2:0-1-0,0-11-61, (4:0-0-6,0-0-01 LOADING (psf) SPACING- 2-0-0 CS1. ,DEFL. in (loc) ,I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 7C.. -0.29 Vert(LL) 0.07 6-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.27 Vert(CT) -0.03 6-14 >999 240 BCLL - 0.0 "'" Rep Stress Incr YES WB . 0:06 _ Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight; 39 lb FT = 20% LUMBER-. BRACING - TOP CHORD2.x4 SP M 30 TOP CHORD: Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly.applied or 8-10-3 oc bracing. WEBS 2x4 SP_No.3 WEDGE Left: 2x4 SP No.3 REACTIONS.. (lh/size) 2=752/0-8-0, 4=645/0-8-0 -Max Harz 2=-100(LC 10) Max Uplift2=-637(LC 12), 4=-546(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-515/877, 3-4=-516/889 BOT CHORD 2-6=-612/410, 4-6=-612/410 WEBS 3-6=- .4.0. 05/159 ... ..... NOTES -1) Unbalanced roof live loads have been considered for this design.... 2) Wind: ASCE7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft, Cat.:. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-2-0-11 to 0-8-0, Interior(1), 0; 8-0 to 4-8-0, Exterior(2) 48-0 to . 7-8-0, Interior(l) 7-8-0 to 11-4711 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate. grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent.with any other live loads. 4) ` This truss has'been'designed for:a:live load of 20.Opsf on the bottom chord in all areas where: a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at,joint(s) except (jt=1b)'; 2=637, 4=546. . Walter P. Finn. PE Nb,22839 MiTek USA, Inc, PL Cert 6634. 0904 Parke East Blvd. Tampa FL MOO. Date: pr 30,2 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev, 10/032015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters,shown, and Is for an Individual building cpmponent, 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,.seeANSV1P11 Quality Cdtorla,.DSB-89 and SCSI Building Component . 6904 Parke,East Blvd. Safety Infonnationavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type , , City " Ply PEREZ RESIDENCE T16917396 Q57241 E2 COMMON 1 1 Job.Reference (optional) t.:rlambers I russ, Inc., tort Pierce, FL t1.ZZU s IvoV l b ieUl6 lAl I ex Inausirlesi Inc. , I ue ypr ou uo:aa: i 4 eu i a, raye I , ID:TrsM7_ e_ShmCk5FgpUwtpnnhy87Le-yPCrOYwPVZkkcoeL7EQVyg911 VnOxjDAt5LggezLaXx -2-0-0 4-8-0 9.4-0 11-4-0 2-0-0 4-8-0 4-8-0 2.0-0 Scale = 1:24.9 4x4 = 3 / E 4X6 I I :]X4 — Io 0.8-0 4-0-0 3-7-8 Plate Offsets (X Y)-- [2:0-1;2 Edge] [2:0-1-0 0-11-61 [4:0-0-10 Edge] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.29 Vert(LL) -0.01 7 >999 36.0 MT20 244/190 TCDL 15.0 LumberDOL 1.33 BC 0.27 Vert(CT) -0.01 7 >999 240 BCLL 0.0 Rep Stress Incr YES -WB 0.06 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.02 6-7 >999 240 Weight: 39lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0=0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directlytpplied or 9-11-1 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=723/0-8-0, 4=458/1=4-0, 6=216/0-3-8 . Max Harz 2= 100(LC .10) Max Uplift 2==615(LC 12), 4=-383(LC 12), 6= 202(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb).or less except when shown. TOP CHORD 2-3=-425/781, 3-4=-436/804 BOT CHORD 2-7=-525/327, 6-7=-525/327, 4-6=-525/327 WEBS 3-7=-356/120 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Enc1.,,GCpi=0.18; MWFRS (directional) and C-C Exterior(2)=2-0-1;1 to 0-8-0, Interior(1) 0-8-0 to 4-8-0, Exterior(2) 44-0 to , 7-8-0, Interior(1) 7-8-0-to 1174-11 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate: grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent.with any other live loads. 4) ' This truss has been designed for a:live load of 20.Opsf on the bottom_ chord in all areas where; a rectangle 3-6-0 tall by 2-0-0 wide . . . will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except at=lb) 2=615, 4=383, 6=202.' Walter P. Finn.PE No.22839 Mi rek USA, Inc. FL Cert 6634 .r 6984 Parke East Blvd. Tampa FL 33810: Date: April 30,2019 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/03&015 BEFORE USE. Design valid for use only with MffekO connectors. This design Is, based only upon parameters shown, and is for on 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, seeANSVIPII CualMy Criteria, DSB$9 and BCSI Bu9ding Component - V14. 6904 Parke East Blvd. Safety Informatbnovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22 Tampa, FL 33610' Job Truss Truss Type . « . City " Ply PEREZ RESIDENCE T16917397 Q57241 E3 COMMON 2 1 *Reference Job (optional) leflamDerS i russ, inc., - . ron rierce, rL _ - .. meet/ S ivuv I o eu I c rvir r eK inuuslnes; Irlu.. r Ue Hpr JV VO:dy: I o eu I v raye i ID:TrsM7eShmCk5FgpUwtpnnhy87Le-QbmEbuxl GtsbDyDYhyxkVl hCnu7dgAeK615ED4zLaXw 2 0 0 4 8-0 " 9.4.0 11 4 0 2-0-0 4-8-0 4-8-0 - 2-0-0. Soale = 1:24.0 4x4 =' 1 46. ; 4x6 I I 4-8-0 8.8-0 9-4-0 NN0 4=0-0 4.0-0 Plate Offsets (X,Y)-- [2:0-1;14,0-0-21, [2:0-1-0,0-11=61; [4:0-1-.14,0-0-21, [4:0-1-0,0-11-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0: Plate Grip DOL 1.33 TC 0.29 Vert(LL) -0.01 6 >999 360 - MT20 244/190 TCDL 15.0 " Lumber DOL 1.33 BC _ 0.27 Vert(CT) - -0.01 6 >999 240 BCLL - 0.0 Rep Stress Incr ". .YES WB 0.04 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix -MS Wind(LL) 0.02 6=16 >999 240 Weight: 40Ib FT=20% LUMBER- BRACING - TOP CHORD 2.x4 SP M 30 TOP CHORD; Structural wood sheathing directly applied or 6-0=0 od purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. . WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (Ib/size) 2=698/0-8-0, 4=698/0-8-0 Max Horz 2=-100(LC.10) Max Uplift 2=-592(LC 12), 4=-592(LC 121 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb).or less except when shown. TOP CHORD 2-3=-361/670, 3-4=-361%670: BOT CHORD 2-6=-417/268, 4-6=-417/268 WEBS 3-6=-287/118 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=4.2psf; BCDL=3.opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp.C; Encl_GCpi=0.18; MWFRS (directional) and C-C.Exterior(2)=2-0-11 to 0-8-0, Interior(1) 0-8-0 to 4-8-0, Exterior(2) 4-8-0 to 7-8-0; Interior(1) 7-8-0 to 11-4-11 zone; porch left and right exposed;C-C for members and forces & MW FRS forreactions shown; Lumber DOL=1.60 plategdp.DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent:with any other live loads. 4) ' This truss has been designed for.a live load of 20.opsf on the bottom chord in all areas where. a: rectangle 3-6-0 tall by 2-0-0:wide will fit between'the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100,1.b uplift atjoint(s) except Qtdb). 2=592, 4=592. Walter P. Finn.PE No.22930 MiTek USA, Inc. FL Cart 8834 9994 Parke East Blvd. Tampa FL 93610 . Date:- . i. :April 30,2019 ' WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MRek® 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 requiredforstability 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, seeANSVIPlt Quality CrBeda,.0113-89 and SCSI Building Component . 6904 Parke East Blvd. Safoty Informallonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type • s . Qty. Ply PEREZ RESIDENCE T16917398 Q57241 G Hip. Job.Reference (optional) hrlamoers I russ, Inc., ron rlerce, t-L .. b.ZZu s NOV I b Zu16 mI I eK Inausmes; inc.. i ue Apr ju uu:ayn b Zui V. rage i . ID:TrsM7eShmCk5FgpUwtpnnhy87Le=vnKi pExfl B_Rr6okFfTzi FEDGIK?POzTLPgnlXzLaXv 2-0-0 7-0-0 14-8-9 22-3-7 30-d-b 35-8-0. . 2-0-0 7-0.0 7-8-9 7-6-13 .. 7-8.9' 5-8-0 y - .. .. .. ... .. Scale:3/16°=1' 5x8 MT1BHS= - 4x5 = 4x6 = . 4x12 =. 5x6 — 5.00 12 .. - . .. :3 25 26 4 5 27- 6 28 29 7 2 30 4x6 8 24. 23 01 O 15 14: : i13 12 11. .. .. 10 3x8 = 4x5 = 5x8 MT18HS = 3x4 = 3x4 11 3x8 = . 7x8 11 . , 5x8 MIT18HS = 7-0-0 14-8-9 22-3-7 30 0.0 J 35-8-6 7-0-0 7-8-9 7-6-13 7-8-9' 5=8 0 Plate Offsets (X Y)-- [2:0-4°2 0-1-8] [3:0-4-0 0-1-13] r5:0-3-0 Edge], [7:0-3-0,0-24], rl0:0-3-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) .I/defl Ud PLATES GRIP TCLL 30.0. Plate Grip' DOL - 1.33 TC . 0.95 Vert(l_Q .. -9.51 12-13 >839 360 MT20 .244/190 TCDL 15.0 Lumber DOL _ 1.33 BC 0.83 Vert(CT) " : -0.97 12-13 >442 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 1.00 Horz(CT) 0.24 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2Oi4 Matrix -MS ::. Wind(LL) 0.51 12-13 '>843 240 Weight:168lb FT=20% . LUMBER-. ... BRACING-. . TOP CHORD .2.x4 SP M 30 *Except` TOP CHORD . Structural wood sheathing directly applied. 3-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directlyapplied or 4-2-11 oc bracing. BOT CHORD 2x4 SP M 31 '.Except' WEBS 1 Row at midpt 4=15, 6-10: 11-14: 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 2-6-0 :. . REACTIONS. (lb/size) 9=1956/Mechanical, 2=2152/0-8-0 Max Harz 2=137(LC 11) Max Uplift 9=7817(LC 12), 2=-1001(LC 12) FORCES. :(Ib):- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD '' 2-3=-4211/2241, 3-4=-3832/2191, 4-6=-5845/3188, 6-7= 3197/1842, 7-9=-3524/1936 BOT CHORD 2-15=-1985/3784, 13-15=-3001/5845, 12-13=-2957/5707, 10-12=-2957/5707, 9-10=-1634/3149 WEBS 3-15=-392/997, 4-15=-2312/1181, 4-13=0/257, 6-12=0/327, 6-10= 2796/1398, 7-10=-417/997 6. NOTES- 1) Unbalanced root live loadshavebeen considered for this design. " 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=36ft; eave=5ft; Cat. Il; Exp C; Encl., 1216pi=O.i8;.MWFRS (directional) and C-C Exterior(2)-2-0-11 to 1:-6-2, Interior(1) 1-6-2 to 7-0-0,:Exterior(2) 7-0-0 to 12-0.-8, Interior(1) 12-0-8 to 30-0-0; Exterior(2) 30-0-0 to 35-1-14,: Interior(:1).35-1-14 to 35-e-O zone;C-C:for members and forces & . MWFRS for. reactions shown; Lumber.DOL=1.60 plate grip DOL=1.60- . 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated:: 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) '. This truss has been: designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by2=0-0 wide will fit between:the bottom chord and any other members. . 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by dthers) of truss to.bearing plate oapable 'of withstanding 100-lb 'uplift' at joint($) except 0t=lb) 9=817, 2=1001. Walter P. Finn PE N6,22838 . S MiTek USA, Inc. FL Cott 6634. East Blvd. Tampa . 89p4 Parke E m a FL 33610.. Date; . April 30,2019 ' A WARNING -Verify destgn parameters and READ NOTES ON. THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev, 10103/2015 BEFORE USE, Design valid for use only with IVIITek® 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 MOW 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,.seeANSVIPll Cua1By Cdtorla,.DSB-89 and BCSI BuIlding Component' . 6904 Parke,East Blvd:; Safety Informationovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 . . Job Truss Truss Type Qty. Ply PEREZ RESIDENCE T16917399 Q57241 G1 Hi Ip 1 1 Jab Reference (optional) Chambers -I russ, Inc., • . I-ort Pierce, FL 8.ZZU S NOV.16 2U1 b MI I eK Industries; Inc.. I ue Apr 3U U6:39:1 / 2U19 Page. 1, I D:TrsM7eShmCk5FgpUwtpnnhy87Le-N_t_OayloU61TGNwpN_CaShPBIIZ8tmda3aLHzzLaXu -2-0-0 5-8-12 9-0-0 15-4-9 21-7-7 28.0.0 35-8-0 2-0-0 5-8-12 3-3-4 6-4-9 • 6.2-13 6-4-9 7-8-0 Scale: 3116°=1' 5x6 = 3x10 =: 46 = 3x4 11 . 5x8 = 5.00 Fii 4 26 27 5 6 28 7 29 8 15 12 3x8 = 3x10 = 5x8 MT1BHS= 3x4 II 4x10 = 46 = 3x4 II 6x10 II 9-0-0 15-4-9. 21-7-7 28-0.0 35-8-0 9.0-0 6-4-9 6.2-13 6-4-9 7-8-0 Plate Offsets (X Y)-- 12:0-4-2;0-1-81, [4:0-3-0 0-2-41 '[6:0-3=0,Edge], [8:0-5-12,0-2-81, rl0:0-6-15,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in. (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL . 1.33 TC: 0.88 Vert(LL) -0.34 11-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.75 Vert(CT) -0.65 13-14 >658 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.21 10 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.33 13-14 >999 240 -Weight: 175 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except TOP CHORD:. Structural wood sheathing directly applied or 1-11-14 oc purlins. 8-10: 2x4 SP M 31 BOT CHORD, Rigid ceiling directly applied or 4-9-14 oc bracing. BOT CHORD 2x4 SP M 31 *Except WEBS 1 Row at midpt 5-16 12-15: 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 2-6-0 REACTIONS. (Ib/size) 10=1956/Mechanical, 2=2152/0-8-0 Max Harz 2=171(LC 11) Max Uplift 10=-817(LC 12), 2=-1001(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4255/2350, 3-4=-3843/2134, 4-5=-3529/2045, 5-7=-4484/2537, 7-8=-4484/2537, 8-10=-3494/1901 BOT CHORD 2-16=-2126/3851, 14-16=-2347/4579, 13-14=-2347/4579, 11-13=-1574/3108, 10-11=-1576/3105 WEBS 3-16=-465/408, 4-16=-514/1052, 5-16=-1360/718,.7-13— 630/433, 8-13=-842/1753 . NOTES- 1) Unbalanced roof live loads have been considered for this design. " 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 1-6-2, Interior(1) 1-6-2 to 9-0-0, Exterior(2) 9-0-0 to 14-0-8, Intedor(1) 14-0-8 to 28-0-0, Exterior(2) 28-0-0 to 33-0-8, Interior(1) 33-0-8 to 35-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. " 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been' designed for a live load of 20.bpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical, connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) except Qt=lb) 10=817, 2=1001. Walter P. Finn PE N6.22839 MiTek USA, Inc. f L Cert 6634 6904 Parke East Blvd. Tampa FL 33610 ' Date: - April 30,2019 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MII-7473 rev. 10/0"015 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 '- c.truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is -to prevent buckling of individual truss web and/or chord members only., Additional temporary and permanent bracing MOW. Is always required for stability and to prevent.collopse with possible personal injury and'property damage. For general guidance regarding the ' . fabrication; storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Cdtedo,.DSB-89 and BCSI Building Component' . 6904 Parke.East Blvd. Safety Informatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type , Qty. Ply PEREZ RESIDENCE T16917400 Q57241 GRA - Hip Girder 1 1 Job Reference (optional) wamoers i mss, Inc., ron tierce, rL o.ccu b "uV r o cu i o rvu i en a iuusu es a ic. i ue r,Ni u� a cv a r ayo ID:TrsM7eSfimCk5FgpUwtpnnhy87Le-Jett?kRF_YK6MOiZXJwoOgftsnh W KdcuQwl N3RMszLaXs 2-0-0 3-9-14 7-0.0 11-8.0 16-4-0 19.6-2 23-4-0 25-4-0 2.0-0 3-9-14 3-2-2 4-8-0 4-8-0 3-2-2 3-9-14 2-0-0 • - Scale = 1:44.9 5x8 MT18HS = 2x3 5x8 MT18HS = 4 22 23 24..5 25 26 27 6 4x8 =. 2x3 11 2x3 11 oxn M 1.iONO — 2x3 I 2x3 11 4xB = 3x10 = 7.0-0 1 3-2-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) . Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL . 1.33 TC- 0.74 Vert(LL) . -0.25 12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.97 Vert(CT) -0.46 12 >603 _ 240 MT18HS .244/190 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(CT) 0.14 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 :: Matrix -MS Wind(LL) 0.31 12 >895 240 'Weight: 109 lb FT=20% LUMBER- BRACING- , TOP CHORD 2x4 SP M 30 TOP CHORD' , Structural wood sheathing directly applied or 2-5-6 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-5-15 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/size): 2=2622/0-8-0, 8=2622/0-8-0 Max Harz 2=-135(1-C 23) Max Uplift 2=-1502(LC 8), 8=-1502(LC 8) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5372/2940, 3-4=-5303/2997, 4-5=-5831/3273, 5-6=-5831/3273, 6-7=-5303/2997, 7-8=-537V2940 BOT CHORD 2-1 5=-2557/4882,14-15=-2557/4882, 12-14=-2577/4916,'11-12= 2577/4916, 10-11=-2557/4883, 8-10=-2557/4883 WEBS 4-14=-404/686, 4-12==568/1232, 5-12=-976/603, 6-12=568/1232, 6-11=-404/686 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ff; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1,60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. . 4) All plates are MT20 plates unless otherwise indicated.: 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable .of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1502,8=1502. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 327 lb down and 383 lb up at 7.0-0, 199 lb down and 196 Ib.up at 9-0-12, 199 lb down and 196 lb up at 11-6-12, 199 16 down and 196 lb up at 12-3-4,-and 199 It down and 196 lb up at 14-3-4, and 327 lb down and 383 lb up at 16-4-6 on top chord, and 409 lb down and 396 lb up at 7-0-0; 86 lb down and 20 lb up at 9-0-12, 86 lb down and 20 lb up at 11-0-12, 86 lb down and 20 lb up at 12-3-4,.and 86 lb down and 20 lb up at 14-3-4, and 409 lb down and 396 lb tip at 1,6-3-4 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=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-90, 4-6==901 6-9=-90, 16-19=-20 Walter P. Finn PE N6.22834 MiTek USA, Inc. FL Cert 6634. 6904 Parke East Blvd. Tampa FL 330 Date: . :April 30,2019 . WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MX7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mfrek® 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 individual truss and/or chord members only. Additional temporary and permanent bracing MiTek* prevent of web 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, seeANSVTPII Quality Cdterla,.DSB-89 and BCSI Building Component . 6904 Parke East Blvd. Safety Intarmatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type r . City Ply PEREZ RESIDENCE T16917400 Q57241 GRA _ Hip Girder Job Reference (optional) Ghambers Truss, Inc., Fort Pierce, FIL 8.220 s Nov 16,2018 MiTek industries, Inc. Tue Apr 30 08:39:19 2019 Page 2 ... ID:TrsM7eS.hmCk5FgpUwtpnnhy87Le-JM7kRF_YK6MOiZXJwoOgftsnhWKdcuQwl N3RMszLaXs LOAD CASE(S) Standard Concentrated Loads (lb): Vert: 4=-256(B) 6=-256(B) 14=-409(B) 11=-409(B) 22=-175(B) 24=-175(B) 25=-175(B) 27=-175(B) 28=-69(B) 29=-69(B) 30=-69(B)"31=-69(B) 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED mrTEK REFERANCE PAGE MIP7473 rev, 1010SQ01S 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, seeANSVIPl1 QualBy Cdtada, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salety Infonnatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty. ' Ply PEREZ RESIDENCE T16917401 Q57241 GRB Hip, Girder 1 2 Job.Reference (optional) Unambers I russ, Inc., tort I'Ierce, tL 8.22U. S NOVI614MB MI I eK Industries, Inc. I ue Apr 3U UB:39:2U 2U19 rage, 1 ID:Trs_M7eSh_mCk5FgpUwtpnnhy87Le-nZZ7fb_A4PUtKj6VUVXvC5Pxbyj 1 LL13G1 o?ulzLaXr 2.0-0 N-0 5-1-0 8.0.0 10-ti-0 15-4-0 2.0=0 2.6.0 2-7-0 2-11-0 2-11-0 4-5-0 Scale = 1:28.6 7XBMT18HS= " 4x8 = 7x8 MT18HS- 4 17 5 6 5.00 12 3x4 .. 3- 7 . Fim 2 o 1 18 11 19 10 20 9 21 8 22 23 5x12MT18HS 3x10 II Special 7x8 —Special 3x10 II Special 7x8 — Special Special 7x14 Special Special 2-6-0 5-1-0 _ 8-0-0 10-11-0 15-4-0 2-6-0 2-7-0 2-11.o 2-11-0 4-5-0 Plate Offsets (X,Y)-- .[2:0-3;11,0-3-4], [4:0-4-0,0-2-2], [6:0+4-12,0-2-121, [7:0-1-6,0-3-3] [8:0-3-12,0-4-12], [10:0-4-0,0-4-12] LOADING (psf) SPACING- 2-0-0 p CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 r TC 0.80 Vert(LL) , . =0.20 9-10 >925 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.83 Vert(CT) : -0.36 9-10 >508 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.08 7 n/a n/a - BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.20 9-1b >934 240 Weight: 182lb FT=20% LUMBER- BRACING - TOP CHORD .2x4 SP M 30'Except* TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins. 4-6: 2x6 SP No.2 BOT CHORD - Rigid ceiling directly applied or 8-2-15 oc bracing. BOT CHORD 2x6 SP240OF 2.0E WEBS 2x4 SP No.3'Except* 4-10,5-9;6-8 2x4 SP M 30 WEDGE Right: 2x6 SP No.2 REACTIONS. (lb/size) 7=8835/Mechanical, 2=8377/0-8-0 Max Harz 2=100(LC 7) Max Uplift 7=-3683(LC 8), 2=-3605(LC 8) . FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 1884117758, 3-4=-16602/6915, 4-5— 15789/6616, 5-6=-14624/6159, 6-7=-15483/6451 BOT CHORD 2-11 =-7119/17338, 10-11= 7119/17338, 9-10= 7198/17396, 8-9=-7198/17396, 7-8=-5880/14207 WEBS 4-10=-2525/6139, 5 10= 2065/865, 5-9= 1030/2543" 5-8= 3518/1458, 6-8=-2413/5900, 3-11=-756/1723, 3-10=-2121/875 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at Q-5-0 oc. Webs connected as follows: 2x4 = 1 row'at 0-9-0 oc, Except member5-9 2x4 - 1 row at 0-4-0 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: ASIDE 7r10; Vult=170mph (8-second gust) Vasd=132mph-, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. . 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent-with any other live loads. 8) *This truss has-been designed fora live load of 20.Opsf on"the bottom chord in all areas where. a rectangle 3-6=0 tall by 2-0-0 wide will fit between the bottom chord and any'other members. 9) Refer to'girder(s) for truss to truss connections: 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=3683, 2=3605. Walter P. Finn.PE No.22839 MiTek USA, Inc. FL Cert 6834, 6904 Parke East Blvd. Tampa FL 33910. . Date: April 30,2019 Q WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE Ml1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTekib connectors. This design is. based only upon parameters shown, and Is for an individual building cornponent, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual Truss web and/or chord members only. Additional temporary and permanent bracing. MOW, Is always requiredfor stability and 10 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, seeANSIM11 Gual J Cdfedo,.DSB$9 and BCSI Building Component 6904 Parke.East Blvd. Safety Infonnationovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22 14• Tampa, FL 33610 Ply PEREZ RESIDENCE T16917401 Q57241 GRB Hip. Girder 1 2. Job Reference (optional) Ghambers Truss, Inc., Fort Pierce, FL 8220 s Nov 16,2018 MiTek Industries; Inc. ,Tue Apr 30 08:39:20 2019 Page.2 . ID:TrsM7eShmCk5FgpUwtpnnhy87Le-nZZ7fb_A4PUtKj6VUVXvC5Pzbvjl LL13G1o?ulzLaXr NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2191 lb down and 927 Ib.up-at. 2-0=12, 2191 lb down and 929 lb up at 4-0-0, 2191 lb down and 931: lb up at 6-0-0, 2191 lb down and 931 lb up at 8-0-0, 2191 lb down and 931 lb up at 10-0-0, and 2191 lb down and 929 lb up at 12-0-0, and. 2191 lb down and 927 lb up at 13-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform'Loads (plf). Vert: 1-4=-90, 4-6=790, 6-7=-90, 2-12=-20 Concentrated Load's (lb) Vert-9— 2191(B) 18==2191(B)19=-2191(B)20=-2191(B)2,1=-2191(B) 22=-2191(B)23= 2191,(B) Job Truss Truss Type City. 0 WARNING - Veriry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111I14473 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 buss 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 and/or chord members only. Additional temporary and permanent bracing. MITek• prevent web 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,.seeANSVtPII Quality CrHerla, D511-89 and SCSI BuAdtrrp Component . 6904 Parke,East Blvd: Safety Inlormotbnavoiloblefram Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type r Qty Ply PEREZ RESIDENCE T16917402 Q57241 GRID Hip Girder 1 1 Job Reference (optional) Linambers I fuss, Inc., tort coerce, t-L - .. MZZU s NOV. 113 ZU 10 IVII I eK Inuus[rresi Inc.. I ue mpr ou uo:ad:zZ Zu i a rdye i I D:Trs,M7eShmCk5FgpUwtpnnhy87Le-jxht4HOQc1 kbZ1 FubwaNH W UNgjV20EBMj KH5yAzLaXp -2-0-0 3-0-0 8-0.0 13-0-0 . _ 15-4-0 r 2-0.0 3.0.6 5-0-0 5-0.0 2-4.0 Scale = 1:29.0 48 = 5.00 12 3 17 16 2x3 11 19 4 20 21 5x8 =5 3x4 I9 0 3x4 4x5 11 13.0-0 Plate Offsets (X Y)-- [2:0-0-14 Edge] [3:0-5-4 0-2-01 [5:0-5-8 0-2-41 [6:1-11-0 0-1-8] [6:0-2-1 0-1-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.38 Vert(LL) -0.12 8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.35 Vert(CT) -0.21 8-9 >873 240 BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(CT) 0.02 6 n/a n/a. BCDL 10.0 Code FBC2017/TP12014 i Matrix -MS Wind(LL) 0.15 8 >999 240 Weight: 72lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-10 oc purlins. BOT CHORD 2x4 SP M 30 BOT-CHORD. Rigid ceiling directly applied or 7-5-15 oc bracing. WEBS 2x4 SP No.3 . SLIDER Right 2x4 SP No.3 2-6-6 REACTIONS. (lb/size) 6=915/Mechanical,:2=1087/0-8-0 Max Horz 2=96(LC 8) Max Uplift 6=-522(LC 8), 2= 693(LC 8) Max Grav' 6=915(LC 1), 2=1092(LC 36)' FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb).or,less except when shown. TOP CHORD 2-3=-1921/1050, 3-4=-2860/1640, 4-5=-2860/1640, 5-6=-1679/1009 BOT CHORD 2-9=-955/1759, 8-9=-962/1781, 7-8= 898/1507, 6-7=-890/1501 WEBS 3-8=-690/1272, 4-8— 526/334, 5-8=-732/1418 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Caf. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1,60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding., 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been:designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any:other members. 6) Refer to.girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable, of withstanding 100 lb uplift at.]oint(s) except at lb 6=522, 2=693. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 68 lb up at 3-0-0, 114 lb down and 83 lb:up at 5-0-12, 111 lb down and 83 lb up at 7-0-12, 116 Ib.down and 83 lb up at 9-.0-12,.and 49 lb down and 62 lb up at 11-0-12, and 106 Ib down and 157 lb up at 13-0-0 on top chord, and 150 lb down and 120.lb up at 3-0-0, 30 lb .. . .. down and 21 lb up at 5-0-12, 30 lb down and 21 lb up at 7-0-12, 30 lb down and 21 lb up at 9-0-12,:and 16 lb down and 56 lb up at 11-0-12, and 52 lb down and 87 lb up at 12-10-12 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 7 1) Dead + Roof.Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-90, 3=5=-90; 5-6=-90, 10-14=-20 ' Walter P. Finn, PE No.22839 . MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610: . Date: :April 30,2019 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 wt 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 and/or chord members only. Additional temporary and permanent bracing MOW prevent web 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.seeANSVIPII Quality Criteria, DSB-89 and SCSI BuIlding Component 6904 Parke,East Blvd: Safety Infomratlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 ... Job Truss Truss Type Qty Ply PEREZ RESIDENCE T16917402 0 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTekCi connectors. fits design Is based only upon parameters shown, grid Is for an Individual building component, not . a.iruss 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 buss 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, seeANSU1P11 Quality Criteria, DSB-89 and BCSI Building Component' . ..... 6904 Parke East Blvd. Safety InlonnaBonavolloble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type City Ply PEREZ RESIDENCE T16917403 Q57241 GRID . _ FLAT GIRDER 1 2. Job Reference (optional) L,71amDers I russ, Inc., ran t'Ierce, rL U.Z2U, S Nov 16,'LUId MI I eK mauslnes; mc. rue Apr JU Ub:J`J:X1 xuiu, rage I I D:TrsM7eShmCk5FgpUwtpnnhy87Le=4vUm7_4ZRZMufoBrOT9Y_ZB8Ck5EU PM5tc?seOzLaXk 5.2-5 10-2-14 15-3-7 20-4.0 25-4.9 30-5-2 35-5-11 40-8-0 5-2-5 5-0-9 5-0-9 5-0-9 5-0-9 5-0-9 5-0-9 5-2-5 Scale = 1:69.1 NAILED NAILED NAILED NAILED NAILED NAILED 3x5 =NAILED NAILED NAILED 4x6 = NAILED NAILED NAILED NAILED 3x4 II NAILED . 4x8 NAILED 4x6 = NAILED 4x6 = 3x8 = NAILED 3x5 = NAILED 4x6 = NAILED 4x8 = NAILED 3x4 II 1 23 24 2 25 26 3 27 28 4 -5 29 30 6 31 ' 32 7 B 33 34 35 936 37 10 38 39 40 11 22 41 42 21 43 44 20 45 46 19 1.8 47 48 17 49 50 16 52 53 1454 55 13 56 57 58 12 7x8 = 7xB = NAILED 4x6 =. 3x5 = 5x12 MTIBHS WB= 3x4 NAILED 3x4 = 3x5 = NAILED 4x6 = NAILED NAILED :NAILED NAILED NAILED NAILED .11 3x4 = NAILED NAILED 5xl2 MT18HS WB= NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5-2-5 10-2-14 15-3-7 20-4-0 25.4r9 30-5-2 35-5-11 40r8-0 5-2-5 5-0-9 5-0-9 5-0-9 5.0-9 5-0-9 5-2-5 Plate Offsets (X,Y)-- [2:0-3;8;0-2-01, [5:0-3-0,Edgej, [7:0-3-0,Edge], rl0:0-3-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CS]. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.71 Vert(LL) -0.73 17 >663 360 MT20 24.4/190 TCDL 15.0 Lumber DOL 1.33 BC 0.79 Vert(CT) -1.35 17 >357 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(CT) 0.30 12 n/a n/a BCDL 10.0 Code FBC2017/TPl2014 Matrix -MS Wind(LL) 0.80 . 17 >602 240 Weight: 459lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins, BOT CHORD " 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* BOT CHORD 1-22,11-12: 2x6 SP No.2 WEBS OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 22=4693/0-8-0, 12=4622/Mechanical Max Uplift 22=-2154(LC 8), 12=-2124(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=7428/257, 2-3=-7004/3219, 3-4=-11962/5499, 4-6=-14953/6875, 6-8=-14953/6875, 8-9=-11965/6501, 9-10=-7001/3219, 11-12— 378/228 BOT CHORD 21-22=-3219/7004, 20-21=-5499/11962, 18-20=-6875/14953, 17-18=-7338/15958, 16-17=-7338/15958, 14-16=-6875/14953, 13-14=-5501/11965, 12-13=-3219/7001 WEBS 2-22=-8011/3683, 2-21=-1307/3172, 3-21=•5749/2644, 3-20=-797/2033, 4-20=-3469/1595, 4-18=-264/861, 6-18=-1165/554, 6-17=0/421, 6-16=-1166/554, 8-16=-263/861, 8-14=-3465/1593, 9-14=-796/2032, 9-13=-5757/2647, 10-13=-1309/3175, ' 10-12=-8009/3682 except end verticals. - Rigid ceiling directly applied or 6-2-15 oc bracing. 1 Row at midpt 2-22, 10-12 NOTES-' 1) 2-ply truss to be connected together with 10d (0.131 "&') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0=9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 -:1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to. ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=41ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise: indicated. 6) This truss has been designed for a 10.0 psf bottom chord. live load'nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf'on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to:girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 (b uplift at joint(s) except Qt=lb) ` 22=2154, 12=2124. 10) "NAILED" indicates 3-1.Od (0.148"x3") or 3-12d (0.148"x3,25") toe -nails per NDS.guidlines. LOAD CASE(S) Standard Walter P. Finn.PE No.22839 MiTek USA, Inc. FL tort 6634 6904 Parke East Blvd. Tampa FL 33810 Date; April 30,2019 0 WARNING - Vedry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev, 10/03MOIS 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 stabllity 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, seeANSVIPII Quality Cdteda, DSB-89 and SCSI Building Component Safety Informationavallable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314, 6904 Parke.Easi Blvd. Tampa, FL 33610 Job Truss Truss Type City. Ply PEREZ RESIDENCE T16917403 2 1.57241 GRID FLAT GIRDER 1 Job Reference (optional) Ghambers Truss, Inc., Fort Pierce, FL 8.220. s Nov 16 2018 MiTek Industries, Inc. Tue Apr 30 08:39:27 2019: Page, 2 . I D:TrsM7eShrriCk5FgpUwtpnnhy87Le-4VUm7_4ZRZMufo8rOT9Y_ZBBCk5EU PM5tc?seOzLaXk LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=l.33,, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-11=-90, 12-22=-20 Concentrated Loads (lb) Vert: 2=-175(F) 21=-69(F) 4=-175(F) 18=-69(F) 23=-182(F) 24=-175(F) 25=-175(F) 26=-175(F) 27=-175(F) 28=-175(F) 29=-175(F) 30=-175(F) 31=-175(F) 32=-175(F) 33=-175(F) 34=-175(F) 35=-175(F) 36=-175(F) 37=-175(F) 38=-175(F) 39=-175(F) 40=-175(F) 41=-71(F) 42=-69(F) 43=-69(F) 44=-69(F) 45— 69(F)' 46=-69(F) 47=-69(F) 48=-69(F) 49=-69(F) 50=-69(F) 51= 69(F) 52=-69(F) 53= 69(F) 54= 69(F) 55=-69(F) 56=-69(F) 57=-69(F) 58=-69(F) 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEMll-7473 rev. 1WO3/2015 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.collopse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems,seeANSVMIJ Quality Cdleria,.DSB-89 and BCSI Building Component' . 6904 Parke East Blvd. Solely Inlomlatlmravallable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type . City. Ply PEREZ RESIDENCE T16917404 Q57241 GRE HIP GIRDER 1 1 Job.Reference (optional) Chambers I russ, Inc., Fort Pierce, FL 2-0-0 8.22U S NoV 16,2018 Mi I eK Industries,: Inc., I ue Apr 3U U8:39:28 2U19 Pagel I D:TrsM7eShmCk5FgpUwtpnnhy87Le-Y528KK5BCtUkHyj2yBgnXnkRl8bfD3—E5GkQAgzLaXj 3-0-0 6-4-0 9-4-0 11-4-0 3-0-0 3.4-0 3-0-0 2-0-0 Scale = 1:25.3 4x8 = 4x4 = 3 15 16 17 4 Io ij 3-0-0 6-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.24 Vert(LL) 0.03 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.14 Vert(CT) 0.03 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 43 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 - BOT CHORD Rigid ceiling directly applied or 8-11-11 oc bracing. WEBS 2x4 SP•No.3 REA I (I ze). . 2=657/0-8-0, 5-657 0-8 0 Max Horz 2= 76(LC 6) Max Uplift 2=-657(LC 8), 5=-657(LC 8) Max Gram 2=700(LC 36), 5=700(LC 37) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-90W86, 3-4=-890/760, 4-5=-994l786 BOT CHORD 2-8=-646/917, 7-8=-664/927, 5-7=-661/914 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS.(directional); porch left and.right exposed; Lumber DOL=1.60.plate grip DOL=1.60 3) Provide adequate drainage to prevent water,ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 5) ` This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas;where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s).except Gt=lb) 2=657, 5=657. 7) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 238 Ili down and 183 lb up at. . . 3-0-0, and 49 lb down and 62 lb up at 4-8-0; and 238 lb down and 183 lb up. at 6-4-0 on top chord, and 212 lb down and 108 lb up'. at 3-0-0, and 16 lb'down and 13 lb up at 4-8-0, and 212 lb down and 108 lb up at 6-34on bottom chord. The: design/selection of such connection device(s) is the responsibility of others. 8) .In the LOAD CASE(S) section, loads applied to the face.of the truss are noted as front (F) or back (B). LOAD CASE(S). Standard 1) Dead 4- Roof Live (balanced): Lumber Increase=1,33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-90, 3-4=-901 4-6= 90, 9-12=-20 Concentrated Loads (lb)' Vert: 3=-O(F) 4=-O(F) 8=41(F) 7=41(F) 16=-O(F) 18=2(F) Walter P. Finn PE No,22839 , MiTsk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610. Date: .... .. :April 30,2019 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 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 building design, Bracing Indicated is to buckling of individual truss web and/or chord members only.. Additional temporary and permanent bracing p► I� M! prevent Is always required for stability and to preventcollapse with possible personal Injury and•property damage. For general guidance regarding the . IT BK' fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality Cdtoda,.DSB-69 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL 33610 Safety Informallonavallabie from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type . sty Ply PEREZ RESIDENCE T16917405 �57241 GRF Hip Girder 1 1 .. Job.Reference (optional) L:hambers I russ, Inc., Fort Pierce, I-L 30b 0 48 = 2 8.220 S NOV 15 2018 MI I eK Industnesi Inc., I ue Apr 3u 08:39:29 2019 Nagel ID:TrsM7eShmCk5FgpUwtpnnhy87Le-OHcWYg5pzAdbv6lEW uCO3_GepYwCy\ OOKwUziGzLaXi 4-4.0 7-4.0 . 4x4 = 3 3x4 = 3x4 = Scale = 1:13.8 300 440 7-4-0. 3-0-0 1.4-0 ' 3-0-0 Plate Offsets (X,Y)-- rl:0-0=2,Edpel,[2:0-5-0,0-2-01,[4:0-0-2,0=0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.13 Vert(LL) =0.02 6-9 >999 36.0 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.25 Vert(CT) -0.03 6-9 >999 240 BCLL 0.0 Rep Stress [nor NO WB 0.09 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPl2014 Matrix -MP Wind(LL) 0.02 6-9 >999 240 Weight: 28 lb FT = 206% . LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT-CHORD- - Rigid ceiling directly applied or 9-7-4 oc bracing. WEBS 2x4 SP No.3 - REACTIONS. (lb/size) . 1=585/0-8-0, 4=546/0-8-0 .. Max Harz 1=45(LC 31) Max Uplift 1=-360(LC 8), 4=-344(LC 8) Max Grav 1=721(LC 36), 4=6B9(LC 37) FORCES. (lb) - Max.-Comp./Max. Ten. -All forces 250 (lb).or less except when shown. TOP CHORD 1-2=-1306/672, 2-3=-1196/654, 3-4=-1288/663 BOT CHORD' , 1-6=-572/1202, 5-6=-588/1236, 4-5=-563/1166 WEBS 2-6=-148/304, 3-5— 134/264 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE,7-10; Vult=170mph (3-second gust) Vasd=Mrnph; T.CDL=4.2psf; BCDL=3.Opsf;,h=.15ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any, other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2=0-0 wide will fit between the bottom chord and any other members. ' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) .. . 1=360, 4=344. . 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 238 Ib.down and 182 lb up at 3-0-0, and 238 lb down and 182 lb up at 4-4-0 on top;chord, and 135 lb down and 68 lb up at 1-4-12, 150 lb down and 120 lb up at 3-0-0, 135 lb down and 68 lb up at 3-4-12, and 150 lb down and 120 lb up at 4-3-4, and 135 lb down and 68 lb up at 5-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD .CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) ....Vert: 1-2— 90, 2-3=-90; 3-4=-90, 7-10=-20 Concentrated Loads (lb) w.Walter P. Finn. PE N6.22639 Vert: 2=-O(F) 3=-O(F) 6=-94(F=41, B=-135) 5=41(F) 13=-135(B) 14=-135(B) MiTekUSA, Inc. PLCart 6634 6904Parke East Blvd. Tampa FL 33610. Dale; April 30,2019 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE 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 buckling of individual truss.web and/or chord members only.. Additional temporary and permanent bracing MOW - 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,.seeANSI/IPII Quality Cdteda,.DS111-89 and BCSI Building Component 6904 Parke East Blvd: Safety Infonnatlonovailoble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply PEREZ RESIDENCE T16917406 Q57241 GRG Hip Girder 1 2 Job Reference (optional \ L4amoers i russ, inc., ron rierce, rL c.zzu s NOV r o zu ro rve r eK inauscnes; inc. , i ue 1+pr ou uo:axaw zu i s rage. r .. ID:TrsM7eShmCk5F Uwt nnh 87Le=NFPPb09 h Fu?tABIRnBm2_M ZR7dZa7UCBkOUzLaXd qP P Y Y.1 1 2-0-0. 5-0.0 10-5-14 15.9-15 21-2-1 26-6.2 32.0-0 35-8.0 . 2-0.0 5-5-14 5-4-2 5.4-2 5-4-2 5-5-14 3--8-0: ... . Scale: 3/16"=l' 3x4 I I. 5x6 = 4x5 3x8 — 5x8 MT18HS= 4x12 = .5.00 12 — — 5x6 = ..:4x5 3 27 28 29 4 30 31 32 5 33 346 .35 367 37 38 39.8 40 41 9, 10 42 43 "44 17 .45 46 '- 47 48 .49 "` 50 14 51'_ 52 53 .. 3x5 = , . 4x5' — � . , . , , 5x8 MT18HS = 3x4 11 3x10 = 5x8 MT18H$ = 3x4 I I 3x8 3x4 = 5-0.0 10-5-14 15-9-15 21-2-1 26-6-2 , . 32-0.0 _, . 35-8-0 . 5-0-0 5-5-14 5-4-2 - 5.4 5-5-14 Nlate uttsets (X,Y)-- [2:0-0-6;Edge], [3:0-3-0,0-2-41, [6:0-4-0,Edge], [9:0-3-0,0-2-4], [11:0-6-3,0-0-51, [12:0-3-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) . I/deft Ud PLATES GRIP TCLL '30.0: Plate Grip DOL : 1.33 TC 0.69 Vett(LL) 1.17 15-16 >367 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC' 0.97 Vert(CT) . -1.28 15-16 >336 240 MT18HS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.86 Horz(CT) 0.26 11 n/a n/a . BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 346 Ito FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-9=3 oc purlins. BOT CHORD 2x4 SP M 30 'Except BOT CHORD Rigid ceiling directly applied or 4-10-13 oc bracing. 14-17: 2x4 SP M 31 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 2-6-0 REACTIONS. (lb/size) 11=3036/Mechanical, 2=3169/0-8-0 Max Horz 2=113(LC 25) Max Uplift 11= 2243(LC 8), 2=-2426(LC 8) .FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib).or less except when shown. . TOP CHORD 2-3=-6948/5393, 3-4=-6476/51301 4-5=-1095818556, 5-7=-12757/9909, 7-8=-12767/9909, 8-9=-4939/3823, 9-11=-5424/4155 BOT CHORD 2-19=-4920/6334, 18-19=-8463/10958, 16-18— 10075/13059, 15-16=-10075/13059," 13-15= 7771/10183, 12-13= 7771/10183, 11-12=-3620/4801 WEBS 3-19=-1715/2077, 4-19= 4871/3688, 4=18=-873/1054, 5-18=-2275/1735, 5-16= 257/362, 5-15=-338/316, 7-15=-698/467, 8-15=-22&2777, 8-13=-262/383, 6-12=-5673/4350, 9-12=-1602/2017 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. . Bottom chords.connected as follows: 2x4.-:1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted.as front (F) or back (B) face in the LOAD CASE(S) section. Ply to I connections have been provided to distribute only loads noted as F or B ply p y', () (), Uriless'Otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. .4).Wind: ASCE 7-10; V.ult=170mph (3-second gust) Vasd=.132mph; TCDL=4.2psf; BCDL=3:Opsf; h=15ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp C; E6cI.,.GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water. ponding. 6) All plates are MT20. plates, unless otherwiseindicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent"with 'any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. Walter P. Flnn.PE N6.22839 . ' 10) Provide mechanical connection (by, others): of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) . MiTek USA, Inc. FL Bert 6634. 11=2243, 2=2426.: 8904 Parke East Blvd. Tampa FL 33810: . Date: :April 30,2019 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10103/2015 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 building design, Bracing indicated isto of individual truss web and/or chord members only.. Additional temporary and permanent bracing TWI WWI... prevent,buckling 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, seeANSViP11 Quality Cdtada..DSB-89 and BCSI BuOdlnp Component 6904 Parke,East Blvd. Safofy Infomratlonavaliabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply PEREZ RESIDENCE T16917406 057241 GRG _ Hip Girder 1 2. Job Reference o tional lvnamoers i russ, inc., ran rrerce, ru q. ts.ZZu s rvov i o,Zu] a rvu i eK inausmes, mc.. 1 ue mpr au uo:3a:aw zu ra rage. z I D:TrsM7eShmCk5FgpUwtpnnhy87Le-N FPPbO9yhj Fu?tABIRnBm2_MjZR7dZa7UCBkOUzLaXd NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to.support concentrated load(s) 17116. down and 280 lb up at 5-0-0,.94 Ib down and 142 Ib up at 7-0-12, 94 Ib dowh.and 142 Ib up at 9-0-12, 94 Ib down and 142 Ib up at 11-0-12, 94 Iti down and 142 lb up at 13-0-12,194 lb down and 142 lb up at 15-0-12, 94 lb down. and 142 lb up at 1770-12, 94 lb down and 142 lb up at 18-6-0, 94 lb down and 142 lb tip at 19-11-4, 94 lb down and 142 lb up at 21-11-4, 94 lb,down and 142 lb up at 23-11-4, 94 Ib downand 142 Ib up at 25-11-4, 94 Ib dowri and 1421b up at 27-11=4, and 94 Ib down and.142 Ib up at 29-11-4, and 229 lb down and 322 Ib up at 32-0-0 on top chord, and 211 lbdown and 324 lb up at 5-0-0, 49 Ib down and 104 Ib up at 7-0-12, 49 Ib down and 104 Ib up at 9-0-12149 Ib down and 104 lb up at 11=0-12, 49 Ib down and 104 Ib up at 13-0-12, 49 Ib down and 104 Ib up at 15-0-.12, 49 Ib down and 104 Ib,up at 17=0-12, 49 lb down and 104 lb up at 18-6-0, 49 Ib down and 104 Ib up at 19-11-4, 49.Ib down and 104 lb up at 21-11-4, 49 lb down and 104 lb up at 23-11-4, 49 lb down and 104 lb up at 25-11-4, 49 lb down.and 104 lb up at 27-11=4, and 49 lb down and 104 Ib.up at 29-11-4, and 89 lb down and 154 lb up at 31-11-4 on.bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 . Uniform Loads(plf) Vert: 1-3— 90, 3-9- 90, 9-11=-90, 20-24=-20 Concentrated Loads (lb) Vert: 3=-107(131) 9=-159(B) 19= 152(B) 12=-79(B) 14= 40(B) 28=-83(B) 29=-83(B) 30= 83(B) 31=83(B) 32=83(B) 33=-83(B) 34=-83(B) 35=-83(B) 37=783(B) 38= 83(B) 39=-83(B) 40— 83(B) 41=-83(B) 42= 40(B) 43= 40(B) 44=-40(B) 45=-40(B) 46=-40(B) 47=-40(B) 48=-40(B) 49=-40(B) 50=-40(B) 51=-40(B) 52=-40(B) 53— 40(B) Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MX7473 rev. IW03/2015 BEFORE USE. Design valid for use only with M(Tek® 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. M prevent Is always required for stability and to prevent. collapse with possible personal Injury and:property damage. For general guidance regarding the iTek' - fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Qua[ Hy Criteria, DSB-69 and BCSI BuBding Component 6904 Parke East Blvd. Safety Infomratlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type a a Qty ' Ply PEREZ RESIDENCE T16917407 Q57241 GRK HALF HIP GIRDER 1 2 . Job Reference o tional t4iamoers I russ, Inc., ron rlerce, t-L ts.zzu s Ivov 1 o zu1 t1 ml I eK Inauslnesi Inc. 1 ue Hpr ou ut1: sy:a1 zu1 y rage i ID:TrsM7eShmCk5FgpUwtpnnhy87Le-ng5YDPCr4edTsLvm_aLuOgcrymTOgxcZAAQO_pzLaXa -2-0-0 446 0-16-8-0 11-9-10 1 -4 140-0 16-0-0 21-0-0 26-0-0 28-6-0 2-0-0 4-4-6 -8- 1-7-4 5-1-10: .. 0-6-1 1-7-12 2-0-0 5-0-0 5-0-0.' 2-8-0 Scale 1:57.4 NAILED NAILED NAILED NAILED 4x5 = NAILED NAILED 6x8 = = % 5x8 MT18HS = N x = 5x8 3 4 II AILED NAILED 4x10 5 6 4 23 5 24 25 6 26 27 7 28 8 29 30 9 - 31 10 5.00 12 - 3x4 3. .. M .. 9 to �; 98 39 40 14 41 .. . 42 7 4x8 = o 16 7x14 MT1 BHS = 7x10 = 12 9 2 NAILED NAILED NAILED - 43 9 N c0 7x14 = NAILED- ..3x4:1 6x8 = 1 32 20 33� _ .34 35 19 36 18 3x4 11 NAILED NAILED 3x10 = Special Special 3x8 10x10 = NAILED 3x4 II . .. .. Special Special. .. Special - 44fi 6v0-12 6-8-0 i 11-9-.10 1Z-4y114-0-0 16-0-0 21-0-0 26=0-0_ _ _� 28-8-0 - 44-6 - -8- 1-7-4 5-1-10 - 0-6-1 1-7-12 2-0-05-0-0 - 5-0-0 2-B O0 Plate Offsets (X,Y)-- [2:0-5-0;0-1-51, [4:0-6-4,0-2-8], [7:0-4-0,Edge], [13:0-6-12,0-4-0], [14:0-3-8,0-2-0], [15:0-5-12;Edge], 117:0-5-4,Edge] LOADING (psf) SPACING- 2-070 CSL DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL : 1.33 TC. 0.82 Vert(LL) : -0.48 15 >707 360 MT20 244/190 TCDL 15.0 Lumber-DOL 1.33 BC 1.00 Vert(CT) '-0.8814-15 >388 240 MT18HS 244/190 BCLL 0.0 *- Rep Stress Incr NO WB 0'-78 Horz(CT) 0.36 11 n/a n/a BCDL 10.0 Code FBC2017/TPl2014 Matrix -MS :Wind(LL) 0.56 . 15 >609 240 Weight: 358lb FT=20%: LUMBER,, BRACING-. . TOP CHORD 2x4 SP M 30 TOP CHORD: Structural wood sheathing directly applied or 2-11-12 oc purlins, BOT CHORD 2x4 SP M 30 *Except* except end verticals: 2-18: 2x6 SP 240OF 2.OE, 5=18,6-16,9-12: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP M 30 *Except* 10-11,3-20,3-19;4-19,8-14,11-13: 2x4 SP No.3 REACTIONS. (lb/size) 11=4038/0-8-012=4642/0-8-0 Max Horz 2=378(LC 8) Max Uplift 11==1985(LC 8), 2=-2548(LC 8) .FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-10490/5495, 3-4=-7537/3816, 4-5=-10829/5593, 5-6=-15544/7948, 6-8=-15844/8097, 8-9=-11907/5952, 9-10=-5018/2486, 10-11=-3894/1952 BOT CHORD 2-20=-5275/9626, 19-20=-5275/9626, 5-17=-4709/2368, 16-17=-381[714, 6-15=-563/348, 14-15=-5952/11907, 13-14=-2613/5283; 9-13=-3263/1724 WEBS 3-20=-1213/2017, 3-19= 3113/1920, 4-19=-3434/1771, 15-17=-5879/11412, . 5-15=-3235/6478, 8715=-2296/4214; 8-14=-2347/1324, 944=-3578/7101, 10-13=-3072/6198, 17-19=-4804/9244, 4-17=-3644/7148 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..: Bottomchords.connected as follows: 2x6:- 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 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) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=29ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip D-OL=1.60 . 4) Provide adequate drainage to prevent .water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication' Tolerance. at joint 17 = 8% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any.other members: 9) Provide mechanical connection (by otfiers).of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=ib) Walter P. Finn. PE N6.22839. 11=1985, 2=2548. MiTek USA, Inc. FL Cart 6634. 10) "NAILED" indicates 3-1,Od (0.148"x3") or 3-12d (0.148"x3.25") toe=nails per NDS guidlines. MiTeParke East Blvd. Tampa FL 0610.. 11) Hanger(s) or other connection device(s) shall be. provided sufficient to support concentrated load(s) 1025 lb down and 874 lb up at Date; 5-0-12, 595 lb down:and 289 lb up at 7-0-12, 595 lb down and 303 lb up at 9-0-12, and 595 lb down and 322 lb up at :11-0-12, and 589 lb down and 350 lb up at 12-44.on bottom chord. The design/selection of such connection device(s) is the responsibility. of. April WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. 10/012015 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 chard members only.. Additional temporary and permanent bracing MITek•' Is always required.for stability and to preventcollopse with possible personal Injury and:property damage. For general guidance regarding the . ' fabrication, storage, delivery, erection and bracing of trusses and truss systems,.seeANSVIPII Quality Cdtoda,.DSB49 and BCSI Su6dtng Component . 6904 Parke East Blvd. Safoty Informotlonovalloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type • r City. Ply PEREZ RESIDENCE T16917407 Q57241 GRK : HALF HIP GIRDER 1 2 Job Reference (optional)" WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiJek® connectors. This design Is based only upon parameters shown, and is for an individual building. component, not �t• 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,.seeANSVIPII Qualify Cftrla,.DSB.89 and BCSI Building Component . Safety Infonnatlonavoiloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. .. . 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type 0ty Ply PEREZ RESIDENCE T16917408 057241 GRL Half Hip Girder 1 Job.Reference o tional L,namoers I rllss, inc., t-Ort Y18,rC8, t-L .. o.ccv. J NV V 4L ID IVII I — II1—L ICS, II .. , I u. r PI ou uo.ua.oa c I a- ray. , I D:TrsM7eShrhCk5FgpUwtpnnhy87Le-kDCle5D5cFtB6e395_NMT5h8DZBOIpDsdUvV3hzLaXY 2-0-0 5-1-3 . 9.4-0 14-0.0 16-0.0 15-9•z 21-0-0 1 26.0-0 28.8.0 2 0 0 5-1-3 4-2-13 4-8-0 2-0-0 -9- 4-2-14 5-0-0 r 2-8-0 Plate 5.00 12 5x8 MT18HS 7x10 MT18HS 3x5 11 6 7 35 5 3x4 11 7x8. _ 5x10 = 10xl4 MT18HS = 8 9 2310 4 3x4 3 1 7x14 MT18HS % 28 29 14 30 31 0 27 1610x14 MT18H5= 10x10 = Special Special 12 32 2 `v 5x10 11 Special Special 7x8 MT18HS= 24 25 26 1 0x1 8 MT18HS= 3x4'11 20 19 1e Special 3x6 II Special 10x14 MT18HS: 5x12 II Special Special -Special Special Special Scale = 1:61.6 n 7 u1-Cti 9.4-0 14-0.0 16.0-0 21-0-0 _ 2t3-0.0. 28-8-0 4-2.13 4-B-0 2-0.0 5-0-0 5-0-0 2-8-0 [4:0-3-12,0-3-0], [8:0-4-12,0-2-0],[10:0-4-0,0-2-4], 11 1:Edge,0-4-12], [13:0-6-8,0-3-0], [14:0-3-8,0-5-0], [15:0-6-8,0-5-0], [16:Edge,0-3-8], LOADING.(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.90 Vert(LL) -0.49 16-17 >694 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.83 Vert(CT) -0.90 16-17 >381 240 MT18HS 244/190 BCLL 0.0 Rep.Stress Incr NO WB 0.90 Horz(CT) 0.35 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(ILL) 0.51 16-17 >667 240 Weight: 690lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except TOP CHORD Structural wood sheathing directly applied or 2-10-13 Do purlins, 7-10: 2x4 SP M 30 except end verticals. BOT CHORD 2x4 SP M 30 'Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-18: 2x8 SP 240OF 2.OE, 16-17,11-12: 2x6 SP No.2 4 F E 1224SP3 6-0-0 oc bracing: 11-12. 13-15. 2x6 SP 2 00 2,0 , 9 x N o. WEBS 2x4 SP No.3 *Except* 10-11: 2x6 SP No.2, 17-19: 2x4 SP M 31, 15-17: 2x6 SP 240OF 2.0E 7-15,8-14,8-13,10-13: 2x4 SP M 30 REACTIONS. (lb/size) 11=16704/0-8-0, 2=13198/0-8-0 Max Harz 2=503(LC 8) . Max Uplift 11=-7382(LC 8); 2==5846(LC 8) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or less except when shown._ - TOP CHORD 2-3=-34058/14822, 3-4=-31195/13578, 4-5=-34881/15284, 5-6— 36231/15966, 6-7=-35695/15765, 7-8=-24585/10866, 8-9= 9360/41.41, 9-10=-9168/4055, 10-11=-15752/6974 BOT CHORD 2-20=-14020/31391, 19-20=-14020/31391, 18-19= 486/1107, 17-18— 1020/2459, 5-17=-2568/1189, 16-17= 517/1145; 15-16=-921/2140, 6-15=-630/1455, 14-15=-12982/29337, 13-14=-10866/24585, .12-13=-514/1190, 9-13=-349/275 WEBS 3-20=-904%2036, 3-19=-2909/1374, 449=-3266/1518, 17-19=-13404/30152, 4-17=-1533/3560, 15-17=-15389/34774, 5-15=-752/1802, 7-15=-7661/17383, 7-14=-6510/2898, 8-14=-4942/11331, 8-13=-19183/8474, 11-13=-147/281, 10-13=-7959/17991 NOTES- 1) 3-ply truss to be connected together with 10d (0.1311Ix3°') nails as follows: Top chords connected as follows: 2x4 1 row at 0-4-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 oc, 2x4.- 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 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. 3) Unbalanced roof live loads have been considered for this design... 4) Wind: ASCE:7-10; Vult=170mph (3-se6ond gust) Vasd=132mph; 7rCDL=4.2psf; BCDL=3.Opsf; h=15ff; B=45ft; L=29ft; eave=4ff; Cat.:. 11; Exp.C; Ericl., GCpi=0.18; MWFRS (directional); 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed fora.live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-O.wide Walter P. Finn.PE N6.22838 . MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610. Date: April 30,2019 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE 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 of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek prevent.buckling 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, seeANSVWII Qualify Cdtedo. DSB-69 and SCSI 130ding Component . 6904 Parke.East Blvd. Safety InformatIonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Ply PEREZ RESIDENCE T16917408 Q57241 GRL .: Half Flip Girder 1 3; Job.Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.220 s Nov,16 2018 MiTek Industries; Inc. ,Tue Apr 30 08:39:40 2019 Page 2 I D:TrsM7eShmCk5FgpUwtpnnhy87Le-CPmgrREj NY?2jodLfiubOJ EJz2W d1 GT?s8e2b8zLaXX NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 11=7382, 2=5846. iQ); Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4602 lb down.and 2144 lb up at 7-1-8, 2191 lb down and 948 lb up at 9-0-12, 2191 lb down and 9501b up at 11-0-12, 2191 lb down and 956 lb up at 13-0-12, 2191 lb down and 963 lb up at 15-0-12, 2191 lb down and 972 lb up at 17-0-12, . 2209 lb down and 994 lb up at 1970-12,.2204 lb down and 992 lb up at 21-0-12, 2209 lb down and 994 lb up at 23-0-12, and.2204 Ib down and 992 lb up at 25-0-12, and 2204 lb down and 992 lb up at 27-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-7— 90, 7-10=-90, 2-18=-20, 16-17=-20, 13-15=-20, 11-12=-20 Concentrated Loads (lb) Vert: .19=-2191(B) 14=-2204(B)24_ 4602(B) 25=-2191(B)26=-2191(B)27=-2191(B)28=-2191(B)29=-2209(B) 30==2209(B) 31=72204(B) 32=-2204(B) Jab Truss Truss Type Qty. A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev. f 0/03/2015 BEFORE USE. Design valid for use only with N11.Tek®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 MITBK• 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 busses and truss systems,.seeANSI/iPll Quality CtBalla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Inlonna}bnavoiloblefram Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply PEREZ RESIDENCE T16917409 Q57241 GRM Half Hip Girder 1 1 Job Reference (optional) LAamaers I russ, Inc., .. t-ort rlerce, t-L ID:Tn 2-1-10 4-10-6 4x8 = 3 12 Ox4 — U.ZZU S NOV Ib.LUltj MI I eK InausineS; Inc. I ue Apr:iu utj:J9:41 zuiu rage I. gpUwtpnnhy87Le-gbK33hFL8s7ULyCXD PPgYW mdRNOHmgL95bOc7azLaXW 8-3-3 11-8-0 3-4-13 3-4-13 Scale = 1:22.9 2x3 I 3x4 = 13 4 14 16 5 4.10-6 8-3-3 11-8-0 4-10-6 3-4-13 3-4-13 Plate Offsets (X Y)-- .[3:0-540-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC_ _ 0.34 Vert(LL) 0.05 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.23 Vert(CT) -0.05 7-8 >999 240 BCLL 0.0 Rep Stress Incr. NO WB 0:48 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 57lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-9-6'oc purlins, BOT CHORD 2x4 SP M 30 except end verticals: - WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-10-3 oc bracing. REACTIONS. (lb/size) 6=1045/Mechanical, 2=1077/0-8-0 Max Harz 2=208(LC 8) . Max Uplift 6=-854(LC 5), 2=-799(LC 8) FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown. - TOP CHORD 2-3=-152611181, 3-4=-1149/948, 4-5=-l149/948, 5-6=-960/763 BOT CHORD 2-8=-1117/1329, 7-8— 1138/1346 WEBS 3-8=-303/301, 3-7=-280/225, 4-7=-478/331, 5-7=-1098/1328 NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft;L=2411; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to -prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load 'nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members: 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to.beadn.g plate capable of withstanding 100 lb uplift at joint(s).except (jt=lb) 6=854, 2=799. 7) Hanger(s) or other connection device(s)shall be provided sufficient to support concentrated load(s) 165 lb,clown and 273 lb up at. . . _ 4-10-6, 94 lb down and 142 lb up at •7-0-12, and 94 lb down and 142 Ib up at 9-0-12, and 107'Ib down and 142 lb up at 11-0-12 on top chord, and 171 lb down and 220 lb up at 4-10-6, 49 Ib=down and 104 lb up at 5=0-12, 49 lb down and 104 lb up at 7-0-12, and 49 lb down and 104 lb up at 9-0-12, and 60 lb down and 104 lb up at 11-0-12 on bottom chord. The design/selection of such connection device(s) is the. responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). . LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=l'.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-90, 3-5=-90, 6-9=-20 .. - Concentrated Loads (lb) Walter P. Finn PE N6.22839 Vert: 3- 107(B) 8=-152(B) 13=-83(B) :14=83(B) 15=-107(B) 16=-40(B) 17= 40(B) 18=-46(B) MiTek USA, Inc. FL Cert 0634 6904 Parke East Blvd. Tampa FL 33610 Date: - April 30,2019 ' WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE.'- - Design valid for use only with lAfrekO 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 6904 Parke.East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIMIJ Quality Cdtedo, DSB•89 and SCSI Building Component Sal®ty Infonnatlolavallable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty. Ply PEREZ RESIDENCE T16917410 Q57241 GRN Roof Special Girder 1 1 Job.Reference (optional) L-4iamberS I russ, Inc., Fort Fierce, 1-L U.ZZU S NOV 1 a.ZUI b MI I eK inauslnes; Inc., i ue Apr 3U Utl:3e:4Z zu I e rage 1' I D:TtM7eShm Ck5 FgpUwtpnnhy87Le=Bou R G7FzvAFlz6nkm7w351Jp Dn L5 V HwI KS79gOzLaXV 2-1-10 1-9-6 2-8-0 3-8-0 , 7-0-4 11-8.0 2-1-10 1-9.6 0-10.10 1-0-0 3.4-4 a 4-7-12 3x4 = 2.8-0 3-8-0 7.0-4 2.8-0 1'-0-0 3-4-4 7 Scale = 1:29.5 Plate Offsets (X Y)-- f 5:0-5-8 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 _TC: 0.27 Vert(LL) -0.04 10-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.26 Vert(CT) -0.05 10-13 >999 180 BCLL 0.0 ' Rep Stress [nor NO WB 0.45 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 73 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals: WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=593/Mechanical, 2=712/0-8-0 Max Harz 2=375(LC 8) Max Uplift 8=-330(LC 8), 2= 499(LC 8) Max Grav 8=670(LC 28), 2=1006(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250.(Ib).or less except when shown.. TOP CHORD 2-3=-1395/325, 3-4=-1049/282, 4-6=-1067/349, 3-5=624/515 BOT CHORD 2-10=-523/1290, 9-10=-524/1284, 8-9=-334/699 WEBS 5-6=-177/354, 5-9= 685/248, 6-9= 35/278, 6-8=-830/396 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconclirrent with any other live loads. 4) This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb). 8=330, 2=499. 7) Graphical pudin representation does not depict: the size or the orientation of the puffin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 256 lb down and 271 Ib up at 1-9-12, and 94 lb down and 32 lb up at 3-9-12 on top chord, and 200 lb down and 208 lb up at 1-9-6, and 53 lb.down and 21 lb up at 3-0-12, and 89 lb down and 24 lb up at 4-6-12 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=1.33, Plate Increase=1.33 Uniform.Loads (plf) Vert: 1-3=-90, 3-7=-90, 8-11=-20 Concentrated.Loads (lb) Vert: 3=89(F) 14=83(F) 16=-12(F) Walter P. Finn PE N6.22839 . MiTek USA, the. FL Cori AU. 6904 Parke East Blvd. Tampa FL 33610. Date: April 30,2019 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI1-7473 rev. f 0/03(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 indicatedls to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Wek• L 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, seeMSI/IPII Quality CrMarla, DSB-89 and BCSI Building Component' 6904 Parke East Blvd. Safety Inlarmatlonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City ', , Ply PEREZ RESIDENCE T16917411 Q57241 GRP . HALF HIP GIRDER 1 .1 Job.Reference (optional) Linamoers I russ, Inc., tort tierce, tL 62ZV S N0V,1 b CM 6 MI I eK Inausines, Inc. I ue Apr JU Ud:39:43 zui u Page 1 ID:TrsM7eShmCk5FgpUwtpnnhy87Le=c_SpUTGbgTNcaGMwKgSldxspkBcEEeH_SY6tj CTzLaXU -2-0-0 5.0-0 10-1-14 15-1-15 20-2-1 25-2-2 30-4-0 2-0-0 5-0-0 5-1-14 5-0-2 5-0-2 5-0-2 5-1-14 5x8 MT18HS = 5.00 F12 3 19 Scale = 1:54.5 4xB = 4xB = 3x10 = 5x8 MT18HS WB 4x10 = 3x4 II 20 4 21 22 5 23. 6 24 7 25 26 8 27 28 29 9 JU J1 JZ JJ 14 J4 JD Jb .J/ Jb JU '- 4x10 = 4xB 3x4 = 6x10-MT18HS = 3x4 = 46. = 7x10 3x4 I 5-0.0 10-1-14 15-1-15 20-E-1 25-2-2 30.4-0 5-0.0 5-1-14 5-0-2 5-0-2' 5.0-2 - 5-1-14 Plate Offsets (X,Y)-- [2:0-5-0;0-1-111, [3:0-5-0,0-2-41, [4:0-3-8,0-2-01, [6:0-4-0,Edgel, 17:0-3-8,0-2-01, [8:0-3-8,0-2-01, [10:0-5-0,0-4-121, [11:0-3-8,02-01, [16:0-3-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.99 Vert(LL) , 1.05 13 >343 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.58 Vert(CT) -1.03 13 >352 240 MT18HS , 244/190 BCLL . - 0.0 Rep Stress Incr NO WB 0.89 Horz(CT) -0.18 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 .. Matrix -MS Weight: 175lb FT=20./ LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, 3-6: 2x4 SP M 31 except end verticals. BOT CHORD 2x6 SP 240OF 2.0E BOT CHORD Rigid, ceiling directly applied or 3-5-7 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-16, 7-11, 8-10 9-10: 2x6 SP No.2, 8-10: 2x4 SP M 30: OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 10=2580/0-8-0, 2=2652/0-8-0 Max Harz 2=208(LC 8) Max Uplift 10==2288(LC 8), 2= 2370(LC 8) FORCES. (lb).- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 12-3=-5820/5178, 3-4=-5428/4939, 4-5=-8506/7615, 5-7=8407/7474, 7-8=-5283/4691, 9-10=-304/206 BOT CHORD 2-16=-4824/5310, 15-16=-7615/8506, 13-15=-8516/9556, 12-13=-8516/9556, 11-12= 7474/8407, 10-11=-4691/5283 WEBS 3-16=-1621/(658, 4-16=-3325/2891, 4-15=-646/570, 5-15=-1134/1060, 5-13=-355/350, 5-12=-1241/1126, 7-12= 710/633, 7-11= 3374/3006, 8-11=-1431/1434, 8-10=-5523/4905 . NOTES=. 1) Wind: ASCE 7-10; Vult=: UOmph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. " II; Exp C; Encl., GCpi=0.18;.MWFRS (directional); porch 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6=0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate, capable of withstanding 100 Ib uplift at joint(s)'except Qt=lb) 10=2288, 2=2370. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 165 Ib down and 277 Ib up at ". 5-0-0, 94 Ib down and 1,42, Ib up at 7-0-12, 94 Ib down and 142 Ib up at 9-0-12, 94.1b down and 142 Ib Up at 1.1-0-12, 94 Ib down and 142 Ib up at 13-0-12, 94 Ib down and 142 Ib Up at 1570-12, 94 Ib down and 142 Ib up at 17-0-12, 94 lb down and :142 Ib up at 19-0-12, 94 Ib down and 142 Ib up at 21-0-12, 94 Ib down and 142 Ib up at 23-0-12, 94 lb down and 142 Ib up at '25-0-12, and 94 Ib '27-0-12, down and 142 Ib up at and 94 Ib down and 142 Ib up at. 29-0-12 on top chord, and 273 Ib. down and 219 Ib up at 5-0-0, 49 . _ Ib down and 61 Ib up at 7-0-12, 49 Ib down and 61 Ib up at 9-0-12, 49 Ib down and 61 Ib up at 110-12, 49 Ib down and 61 Ib up at Walter P. Finn.PE No.22839 13-0-12, 49 Ito down and 61 Ib up at 15-0-12, 49 Ib down and 61 lb: up at 17-0-12, 49 Ib down and 61 Ib up at 19-0-12, 49 Ib down MiTek USA, Inc, FL Cott 6634. and 61 Ib up at 21-0-12, 49 Ib down and 61 Ib up at 23-0-12, 49 Ib down and 61.. lb up at 25-0-12, and 49 lb down and; 61 Ib up at 6904 Parke East Blvd. Tampa FL 33610. 27-0-12, and 49 Ib dowri and 61 Ib up at 29-0-12 on bottom chord. The design/selection of such connection device(s) is the Date: responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). April 30,2019 WAD Gmaakaj an ar Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 101=015 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 of individual truss web and/or chord members only. Additional temporary and permanent bracing. MiTek' prevent.buckling 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, seeANSVFP11 Quality Cdledo,.DSS-09 and SCSI Building Component . 6904 Parke East Blvd. Safety Infoenatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Ply PEREZ RESIDENCE T16917411 Q57241 GRP HALF HIP GIRDER 1 1 . Job Reference (optional) chambers Truss, Inc., Fort Pierce, FL 8.220 s Nov,16.2018 MiTek Industries: Inc. Tue Apr 30 08:39:43 2019 Page 2 .: I D:Trs M7eShrriCk5 Fgp Uwtpnnhy87Le-c_SpUTGbgTNcaG MwKgS I dxspkBc E EeHSY6tj CTzLaXU LOAD CASE(S) Standard 1) Dead + Roof Live (balanced)::Lumber Increase=1.33, Plate I6crease=1.33 Uniform Loads (plf) Vert: 1-3=-90, 3-9=-90, 2-10=-20 Concentrated Loads (lb) Vert: 3=-107(F) 16=-152(F) 13— 40(F) 5=-83(F) 11=-40(F) 8=-83(F) 19=-83(F) 20=-83(F) 21=-83(F) 22=-83(F) 23=-83(F) 24=-83(F) 25=-83(F) 26=-83(F) 27=-83(F) 29=-83(F) 30=-40(F) 31= 40(F) 32=-40(F) 33=-40(F) 34=-40(F) 35=-40(F) 36= 40(F) 37=-40(F) 38=40(F), 39=-40(F) Job Truss Truss Type � City - 0 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MIF7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTelc(ai connectors. This design is based only upon parameters shown, and is for an Individual building component, not a buss 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, seeANSVIPII Guallry C1BerIa,.DSB4t9 and SCSI BuBdlnp Component 6904 Parke East Blvd. Sooty Informatlonavailablefram Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22$14. Tampa, FL 33610 Job Truss Truss Type City Ply PEREZ RESIDENCE T16917412 Q57241 J1 JACK -OPEN 20 1 Job Reference (optional) Lfnamders I russ, Inc., rOn tierce, t-L B.ZZU S Nov 16 2U1 B MI I eK Industries,: Inc. I ue Apr 3u u8:39:44 ZU19 rage 1 . I D:TrsM7eShmCk5FgpUwtpnnhy87Le-4AOBhoHERnVTCPx6uYzXABO?ia3DzlVbnlcGkvzLaXT .2.0-0 1-0-0 2-0.0 1-0-0 • - - F__A Scale = 1i82 n a 6 T 0 0 v 6 t M 1-0-0 1-0-0 Plate Offsets (X,Y)-- [2:0-1-2,Edge) LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30,0 Plate Grip DOL 1.33 TC. 0.92 Vert(LL) " 0.00 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0!15 Vert(CT) 0.00 5 >999 240 BCLL _ 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) _ 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) -0.00 5 >999 240 Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD: Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3= 49/Mechanical, 2=432/0-8-0, 4=-89/Mechanical H — LC ax orz.2-104( 12I Max Uplift 3=-49(LC 1), 2=-402(LC 12), 4=-89(LC 1) Max Grav 3=69(LC 12), 2=432(LC 1), 4=114(LC 12) 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=4.2psf; BCDL=3.Opsf; h-15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60,plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom -chord and any.other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift. at.ioint(s) 3, 4 except Qt=lb) 2=402'. Walter P. Finn.PE Ne,22838 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: April 30,2019 0 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE'MIF7473 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, seeANSVrpll Quality Cdlerla, DSB-69 and SCSI Bulding Component 6904 Parke East Blvd. Safety Infoaaatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply PEREZ RESIDENCE T16917413 Q57241 J2 Jack -Open 2 1 s. Job Reference (optional) uoamuers I russ, Inc., ran rierce, rL b.zzu s nvov i o zu1 n mi i eK inauslnes, nnc. I ue Apr ju ub:js:aa zui s rage r I D:TrsM7eShh)C.k5FgpUwtpnnhy87Le-YMaZu81sC5eKgZW JS FUmjMkAS_OBilikOPMpHLzLaXS -2-0.0 1-11-0 2.0-0 1-11-0 1-11-0 1-11-0 Plate Offsets (X,Y)-- [2:0-0-2,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC. 0.92 Vert(LL) 0.00 7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.23 Vert(CT) 0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Wind(LL) -0.00 7 >999 240 Weight:9lb FT=20% . LUMBER- -BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-11-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD , Rigid ceiling directly,applied, or 10-0-0 oc bracing.. " REACTIONS. (lb/size) 3=22/Mechanical, 2=390/0-8-0, 4=,17/Mechanical Max Harz. 2=127(LC 12) Max Uplift 3=-15(LC 9), 2=-316(LC 12), 4"-17(LC 1) Max Grav 3=27(LC 17), 2=390(LC 1), 4=47(LC 12)- FORCES. (lb) -Max.: Comp:/Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (37second gust) Vasd=132mph,- TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 1-10-14 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL"=1.60 plate grip DOL=1.60 - 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been, designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 4 except 0t=1b) . 2=316, Walter P. Finn. PE N6.22839 MiTek USA, Inc. FL Cart 6634. 0944 parka East Blvd. Tampa FL 33610. Date: April 30,2019 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE Mil-7473 rev. 10103)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, seeANSUIPII Guallt Criteria, DSB-89 and SCSI Building Component . 6904 Parke East Blvd. Safety Informationavallable from Truss Plate Institute, 2.18 K Lee Street, Suite 312, Alexandria, VA 22 14. Tampa, FL 33610 Job Truss Truss Type • Qty., Ply PEREZ RESIDENCE T16917414 Q57241 J3 JACK -OPEN 18 1 Job.Reference (optional) l:{larl I russ, Inc., I -on Fierce, t-l- b.ZZU S N0V 1 b.ZU1IS will I eK maustfles, Inc.. I us Apr 3U Ut5:JV:4b 2u1 u- rage, 1 I D:TrsM7eShmCk5FgpUwtpnnhy87Le-OZ8y6UJUzOmBRj5V?z??FZU LCOjDRC?uE35NpnzLaXR -2-0-0 3-0.0 - 2-0-0 3-0-0 • Scale = 1:12.4 0 3-0.0 3-0.0 Plate Offsets (X,Y)-- [2:0-0-2;0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TG 0.92 Vert(LL) ' 0.01 4-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.25 Vert(CT) -0.00 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB . 0.00 Horz(CT) . -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 13lb FT=20% LUMBER-_ BRACING - TOP CHORD' 2x4 SP No.3 TOP CHORD. Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD ' Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=80/Mechanical, 2=411/0-8-0, 4=17/Mechanical Max Harz 2=153(LC 12) Max Uplift 3=-51(LC 9), 2=-360(LC 12), 4=-47(LC 9) Max Grav 3=80(LC 1), 2=411(LC 1), 4=45(LC 3) 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C' Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11. to 0-7-13, Interior(1) 0-7-13 to 2-11-4 zone; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1:60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atJoint(s) 3, 4 except Qt=1b) 2=360. i 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGEMII-7473 rev. 10103MOI S 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 buckling of Individual truss web and/or chord members only.. Additional temporary and permanent bracing p�/� k' MOW prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Pi fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPII Quality Criteria, DSB-69 and BCSI Bulldhp Component 6904 Parke East Blvd. Safety Infonnationovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply PEREZ RESIDENCE w. T16917415 Q57241 J5 : JACK -OPEN 36 1 Job.Reference (optional) L blamDerS I russ, Inc., .. run tierce, rL - 2-0 0 2.0-0 o.ccuo ivuv,u<u.o rvn icn n,uuauica,: a n,..i uc_F. w w..o w.a-, nVc k5FgpUwtpnnhy87Le-OZ8y6UJUzOmBRj5V?z?? FZU U70hzRC?uE35NpnzLaXR 5-6-0 5-0-0 Scale = 1:18.4 7 O N 0' 1 � 3x5 = - .. .. .. 1 .. .. 5-0-0 . 500 . Plate Offsets (X Y)-- -[2.0-0-2 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) •I/defl Ud PLATES GRIP TCLL 313.0 Plate Grip DOL 1.33 TC 0.34 Vert(LL) 0A 1 4-7 >525 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.33 Vert(CT)' -0.05 4-7 >999 240 . BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 19 lb FT = 20.% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=173/Mechanical, 2=495/0-8=0, 4=60/Mechanical Max Horz.2=204(LC 12) Max Uplift 3==123(LC 12),.2=-410(LC 12), 4=-90(LC 9) . Max Grav 3=173(LC 1), 2=495(LC 1), 4=89(LC 3) . FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250:(Ib) or less except when shown. .NOTES- 1) Wind; ASCE7710; Vult=170mph (3-second gust) Vasd=132mphrTCDL=4.20sf; BCDL=3.Opsf; h=15ft; 13=45ft; L=24ft; eave=4ft; Cat. : 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 4-11-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown;.Lumber.DOL=1:60 plate grip DOL=1.60 2) This truss has been designedfor a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - 3) *This truss has been.designed for alive load of 20.Opsf on.the bottom chord in all areas where a rectangle 3-6-0 tall by 2=0-0 wide will fit between the bottom chord and any other members: 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except at=lb). 3=123, 2=410.' Walter P. Finn.PE N6.22839 MITek USA, Inc. PL Cert 6634 East Blvd Tampa 1 8904 Parke m a FL 33fi 0 Date: April 30,2019 : ' A WARNING -Verify design paranieteis and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE:MII-7473 rev. 10103/201S BEFORE USE. t 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 �p M!Te.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,.seeANSVIPII Quality Cdtorla,.DSB.89 and BCSI BuBding Component - ' 6904 Parke.East Blvd. Safety Intonnationavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, .. Tampa, FL 33610 Job Truss Truss Type + : Qty Ply PEREZ RESIDENCE T16917416 Q57241 J7 Jack -Open . , . 29 1 Job Reference (optional) Uliambers I russ, Inc., Fort Pierce, I-L 2-0 0 200 8.220 s Nov,16 2018 MI I ek Industries; Inc., l ue Apr 30 08:39:47 2019: Page 1 I D:TrsM7eShmCk5FgpUwtpnnhy87Le-VlhKJgJ6ji u23tghZgW EonOctotVAfFI Tj rwLEzLaXQ 7-0-0 700 Scale = 1:20.4 700 7-0-0 Plate Offsets (X,Y)-- (2:0-0-14,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL' 1.33 TC_ 0.54 Vert(LL).. -0A1 4-7 >761 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.99 Vert(CT) -0.25 4-7 >332 240, BCLL . 0.0 Rep Stress Incr YES WB . 0.00 Horz(CT) . 0.00 3 n/a .: n/a BCDL 10.0 Code FBC2017/TP12014 ': Matrix -MP Wind(LL) 0.17 4-7 >490 240 Weight: 25lb FT=20% " LUMBER- BRACING - TOP CHORD 2,x4 SP M 30 TOP CHORD.. Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directiyapplied. REACTIONS. (lb/size) 3=265/Mechanical, 2=594/0-8-0, 4=89/Mechanical Max Harz 2=254(LC 12) Max Uplift 3=-167(LC 12), 2=-326(LC 12) Max Grav 3=265(LC 1), 2=594(LC 1), 4=126(LC 3) FORCES. (Ib) - 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=4.2psf; BCDL=3.Opsf; h=15ft B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-CExterior(2)72-0.-11 to 0-7-13, Interior(1) 0-.7-13 to 6-11-4 zone;C-C for . members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at'joint(s) except Qt=lb)_ 3=167, 2=326. q. Walter P. Finn PE No22930 MiTek USA, Inc. FL &rt 6634. .... East Blvd Tap 890 Parke E Tampa FL 33810: Date: • .. April 30,2019 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGEMII-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 bullding 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 IYI� Y�A T k� p 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,.seeANSI/TPII Quality Cdtarla,.DSB-89 and SCSI Building Component' . 6904 Parke,East Blvd. Safety Informatlanavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type y Qty. Ply PEREZ RESIDENCE " T16917417 Q57241 JA Jack -Open 1 1 Job Reference (optional) (i llamberS I rUSS, Inc., tort F'IQ1Ce, t-L .. U.ZZU-s NOV 1b ZU1 b MI I eK Inausines; Inc. i ue Apr 3U uts:sa:vn ZU 1 a: rage. -f .: . ID:TrsM7eShmCk5FgpUwtpnnhy87Le=zxFiXAKk000vh1 Fu7N1TK_ZuACRxV6.VBiNaUtgzLaXP 1-8.0 1-8.0 5, 00 12 Scale:=.1:10.8 2 3x4 11 LA ADEQUATE SUPPORT.. REQUIRED. "" 3x4II 4 3 1-8-0 ' 1-8-0 . . . .LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in .(loc) I/deft Ud PLATES GRIP TCLL 30.0 a Plate, Grip DOL 1.33 TC 0.12 Yert(LL) -0.00 " 4 >999 360 MT20 244/190 TCDL 15:0: Lumber DOL. 1.33 BC:. 0.10 Vert(CT) =0.00 4 >999 240 . BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrt(CT) : -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Wind(LL) 0.00 4 >999 240 Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP-No.3 TOP CHORD. Structural wood sheathing directly applied or 1-8-0 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. REACTIONS. (lb/size) 4=83/Mechanical, 2=64/Mechanical; 3=19/Mechanical Max Harz 4=38(LC 12) Max Uplift 4=-1 O(LC 12), 2=-51(LC 12), 3=-8(LC 12) Max Grav 4=83(LC 1), 2=64(LC 1), 3=30(LC 3) FORCES. (Ib) - 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=4.2psf; BCDL=3.Opsf; h=1:5ft;"B=45ft; L=24ft; eave=4ft; Cat." .. II; Exp C; End., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1.60 2) :This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . . 3) + This truss has been -designed for a live load of 20.0psf on.the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. .... 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at'joint(s) 4, 2, 3. Walter P. Finn PE No.22834 MiTek USA, Inc. FL Cert 6634 - 8884 Parke East Blvd Tampa m a FL 33610.. Date: " April 30,2019 " " A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 .,trusssystem. 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 and/or chord members only.. Additional temporary and permanent bracing p p ivi iT�iC" prevent web Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . :. . . . 6904 Parke,ltasi Blvd: fabrication; storage, delivery, erection and bracing of trusses and truss systems,.seeANSVTPl1 Quality CIBoda..DSB-89 and BCSI Building Component . Tampa, FL 33610 Safety Informationavolloble from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Job Truss Truss Type Qty Ply PEREZ RESIDENCE T16917418 Q57241 JA1 Jack -Open 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.220 s Nov 16.2018 MiTek Industries; Inc..Tue Apr 30 08:39:48 2019 Page 1 ID:TrsM7eShmCk5FgpUwtpnnhy87Le-zitFiXAKk000vh1 Fu7N1TK_ZgnCPFv6VBiNaUtgzLaXP 2-1-10 .1-0-6 . . 2 1 10 1-0-6 - - Scale = 18.5 3. 106" . 106 Plate Offsets (X Y)-- [2:0-4-2'0-0-1 ] LOADING (psf) SPACING- 2-0r0 CSI. DEFL. in (loc) ..I/dell Ud PLATES GRIP TCLL 30.17 Plate Grip DOL 1.33 TC - 0.33 Vert(LL) , 0.00 7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.21 Vert(CT)' 0.00 7 >999 . 240 BCLL 0.0 '" Rep Stress Incr. .' YES WB 0.00 HOrz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) -0.00 7. >999 240 Weight: 7 lb FT = 20'% LUMBER- •BRACING-. . TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 1-0-6 oc puriins. BOT CHORD 2x4 SP No.3 BOT CHORD. Rigid ceiling directly applied, or 10-0-0 oc bracing. REACTIONS. (lb/size) 3= 70/Mechanical, 2=465/0-8-0, 4=-85/Mechanical Max Harz 2=11.O(LC 12) Max Uplift 3=-70(LC 1); 2=-429(LC 12), 4=-85(LC 1) Max Grav 3=92(LC 12), 2=465(LC 1), 4=106(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250:(Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1:5ft; B=45ft; L=24ft; eave=4ft; Cat. i 11; Exp_C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions - shown; Lumber DOL=1.60 plate gripDOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been. designed for a live load of 20.Opsf on.the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members: 4) Refer to girder(s) for truss to truss connections. 5) Provide -mechanical connection (by others) of truss to bearing plate capable :of withstanding 100 lb uplift, at joint(s) 3, 4 except Gt=lb) 2=429. Walter P. Finn PE N6,22839 MiTek USA, Inc. FL Cett 6934. 69D4 Parke East Blvd. Tampa FL 33810. . Date: April 30,2019 ' ©WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PA'GE;MIF7473 rev. 1010312015 BEFORE USE. valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for on Individual building. component, not ...Design :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, seeANSVTP11 Quality Uterlo,.DSB-69 and SCSI Building Componon} ' . 6904 Parke, East Blvd. Saf9ty Informatlonavoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ' Qty. " Ply PEREZ RESIDENCE T16917419 Q57241 JA3, Jack -Open 1 1 Job.Reference (optional) Linambers I russ, Inc., ran rlerce, rL .. ... .. O.eeU b INVV, I O eV I O IVII I eK IIIUUJIIICbi IIIU. , I UC r%PI JV VO.OU.4U GV I O- —y I' ID:TrsM7eShmCk5FgpUwtpnnhy87Le-R8p4kW LMFJ8mIBp4h5ZitC6?XbkdeYlKzi Kl Q6zLeXO -2-1-10 2-10-6 2-1-10 2-10-6 Scale = 1:12.4 3. 5.00 F12. r. 2 N 0 2106 2106 Plate Offsets (X Y)-- [2:0-0=6 0-0-31 LOADING (psf) SPACING- 2=0-0 CSI. DEFL. in (loc) . I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL :: 1.33 TC- 0.33 Vert(LL) : .0.00 4-7 >999 36.0 MT20 244/190 TCDL 15.0 Lumber DOL • 1.33 BC0.26 Vert(CT) ' -0.00 4-7 >999 240 BCLL 0.0 '' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 .. .. Matrix -MP Wind(LL) -0.01 4-7 ' >999 240 'Weight: 13 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 p TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD.:: Rigid ceiling directly applied. or 10-0-0 oc bracing. . REACTIONS. (lb/size) 3=69/Mechanical, 2=429/0-8-0, 4=8%Mechanical Max Harz. 2=1 55(LC 12) Max Uplift 3=-36(LC 9), 2=-315(LC 12) Max Grav 3=72(LC 17), 2=429(LC 1), 4=40(LC 3) . FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib)`or less except when shown. NOTES- 1) Wind: ASCE.7-10; Vult=170mph (3-second gust) Vasd=132mph'r TCDL=4.2psf; BCD L=3.Opsf; :h= 1.5ft; B=45ft; L=24ft; eave=4ft; Cat. : II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-2-5 to 0-6-3, Interior(1) 0-6-3 to:2-9-10 zone;C-C for members and forces_ & MW FRS for reactions 'shown; Lumber DOL'=1.60 plate grip,DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been. designed for a live load of 20.Opsf on.the bottom chord in all areas where a rectangle 3-6-0 tall by 2=0-0 wide will fit between the bottom chord and any.other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at.joint(s) 3 except (jt=lb). 2=315 Walter P. Finn. PE N6.22839 MiTek USA, Inc. FL Cart 6634, 6 904?arke East Blvd Tampa F L 33879:. Date: .. .. April 30,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE:MX7473 rev. 101032015 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, seeAN81/IPI1 Cuallty CM®Aa,.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlonavallable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL, 33610 Job Truss Truss Type • 4 Qty Ply PEREZ RESIDENCE T16917420 Q57241 JB3 Jack -Open 3 Job.Reference (optional) Chambers Truss, Inc., . , Fort Pierce, FL 0.44uJl4uv,lu4ulo IvlllumlituuJIIICJ,: lllu., 1—pi JV VO.J—u-1u: ralj0., ID:TrsM7eShmCk5FgpUwtpnnhy87Le-VKNSysM_OdGdwKOG Eo4xQPeq?4_N?_U9h3ayzzLaXN 2-10-8 2108 - Scale = 1:10.8 3x4 = ADEQUATE. SUPPORT REQUIRED. 2-10-8 2-10-8 .LOADING (psf) SPACING- 2-0-0 . CS1. DEFL. in .(Ioc) .(/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 - TC 0.24 Vert(LL) -0.01 3-6 >999 360 MT20. - 244/190 TCDL Lumber DOL .1.33 BC . 0.26 Vert(CT) ' • -0.01 3-6 >999 240 .15.0. BCLL 0.0 Rep Stress Incr YES WB 0:00 Horz(CT)- -0.00 2 n/a n/a BCDL 10.0 : Code FBC2017fTP12014 Matrix•MP Wind(LL) 0.01 3-6 >999 240 Weight: 9lb FT=20% LUMBER- BRACING - TOP CHORD . 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD, Rigid ceiling directly' applied or 10-0-0 oc bracing. REACTIONS. (lb/size), , -1=155/Mechanical, 2=107/Mechanical, 3=48/Mechanical . . Max Harz 1=71,(LC 12) Max Uplift 1=-48(LC 12), 2=-70(LC 12), 3=-11(LC 12) Max Grav 1=155(LC 1), 2=107(LC 1), 3=54(LC 3) . • . FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; V6lt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 13=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; L'umber'DOL=1.60 plate grip DOL=1,60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas:where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members: 4) Refer to.girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. q. Walter P. Finn. PE No.22839 MiTek USA, Inc. FL Cart 6634. e East Blvd. Tampa 89Q4 Park p m a FL 33810. Date: April 30,2019 . Q WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEMII-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 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, seeANSVTP11 Qua1By Cdloda,.DSB-89 and SCSI Building Component'. 6904 Parke.East Blvd. Safety Infomlatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job " Truss Truss Type • City. " Ply PEREZ RESIDENCE :. T16917421 Q57241 JC7 _. Jack -Open 5 "= ;1 Job Reference (optional) Lonamoers I russ, Inc., tort vierce, rL B.ZZU S NOV,I6,ZU18 MI I eK Industries, Inc.. I us Apr 30 06:39:50 2019 rage 1 ID:TrsM7eShmCk5FgpUwtpnnhy87Le-vKNSysM_OdGdwKOGEo4xQPe8Z?_NN?_U9h3ayZzLaXN 2-0-0' 2-8-0: 7-0-0 2-0.11 2-8-0.: 4-4.0 Scale='1:20.4 4 ... m N. O O N O O 2-8-0 7-0.0 2-8-0 . 4-4-0 Plate Offsets (X,Y)-- [2:0-0-10,Edge], [3:0-6-5,0-0-9]; [3:0-1-4,0-1-11] LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) .-I/deft Ud PLATES GRIP TCLL ' ' 30.0 Plate Grip' DOL 1.33 TC:. 0.51 Vert(LL) =0.1.6 3-5 >536 360 MT20 244/190 TCDL_ 15.0 Lumber DOL 1.33 BC 0.68 Vert(CT) -0.30 3-5 >278 240 BCLL 6.0 Rep Stress Incr YES WB 0.00 . Horz(CT) 0.13 5 n/a : n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Wind(LL) 0.24 3-5 >348 240 Weight: 26lb FT = 20% LUMBER- BRACING- . TOP CHORD 2z4 SP M 30 TOP CHORD. Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 `Except' _ BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing._ ' w. 3-5: 2x4 SP M 30 REACTIONS. (lb/size). 4=232/Mechanical, 2=594/0-8-0, 5=123/Mechanical Max Harz 2=254(LC 12) Max Uplift 4=-139(LC 12), 2==326(LC 12), 5=-28(LC 12)' Max Grav 4=232(LC 1), 2=594(LC 1), 5=127(LC 3) 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=4'2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1:80 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent.with any other live loads. 3) ' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom chord and any other members. 4) Refer to.girder(s) for truss to truss'corinectioris. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 4=139, 2=326. • Walter P. Finn.PE N6.22836 . MiTek USA, Inc. FL Cott 669. 6804 Parke East Blvd. Tampa FL 33610 Dater . . April 30,2019 " 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MfrEK REFERANCE 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 nil a truss system. Before use; the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design, Bracing indicated is to prevent buckling of individual truss web and/or chord members only.. Additional temporary and 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, seeANSUiPII Quality Criteria, DSB-89 and SCSI Building Component' . 6904 Parke,East eivd. Safety Informatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ....... ...... ....... ....... Tampa, FL 33610 Job Truss Truss Type • ` City. Ply PEREZ RESIDENCE T16917422 Q57241 K Half Hip : 1 1 . .. Job.Reference (optional) lAlamDers I russ, Inc., tort coerce, tL .. d.zzU s Nov i tzu1 d Mr I eK mausmes; inc.. I ue Hpr JU uu:ad:oz zul v: rage- 1 I D:TrsM7eShmCk5FgpUwtpnnhy87Le-rj VDMYNFYEW L9eYfM D6PVgj UypfArjZmd?YhORzLaXL 2-0.0 7-8-0 13.9-10 16-0-0 21-0-0 26-0-0 28-8-0 2-0-0 7.8-0 - 6-1-10 ' 2-2-6 5-0-0 5-0-0 2-8-0 Scale.= 1:53.1, 3x4 I 3x4 11 4x5 = 5.00 12 3x6:= 5. 6 1 O 3x5 = 3x10 = 3x4 II 7-8-0 14-0-0 , 16-0-0 26-0-0. _ 28-8-0 7 8-0 6-4-0 2-0=0 10.0-0 2-8-0 Plate Offsets (X,Y)-- [3:0-3-0,Edgel, [5:0-1-12,0-2-01, [12:0-3-8,0-3-41, [13:0-3-12,0-3-41, [15:0-2-12,0-3-41, [17:0-3-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC . 0.45 Vert(LL) . -0.33 12-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL. 1.33 BC 0:72 Vert(CT) -0.73 12-13 >467 240 BCLL 0.0 Rep Stress Incr " YES WB .0.83 Horz(CT) . 0.19 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014Matrix-MS Wind(LL) 0.23 13 >999 240 Weight: 170lb FT=20% ..' LUMBER-, BRACING TOP CHORD 2x4 SP M 30 TOP CHORD; Structural wood sheathing directly applied or 3-59 oc puffins, BOT CHORD 2x4 SP M 30 *Except* - except end verticals. " 5-16,6-14,8-11: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-5-7 oc bracing.' WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 7-12 15-17,13-15: 2x4 SP M 30 REACTIONS. (Ib/size) 10=1562/0-8-0, 2=1760/0-8-0 Max Harz 2=428(LC 12) Max Uplift .10=-686(LC 12), 2=-803(LC 12) .FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb).or,less except when shown. TOP CHORD 2-4=-3187/1506, 4-5=-3312/1802, 5-6=-3921/2246, 6-7=-3989/2277, 7-8=-1315/709, : 8-9=-1258/689, 9-10= 1542/863 BOT CHORD 2-17=-1686/2842, 5-15=-531/342, 12-13— 1797/3101,'8-12=-369/278 WEBS 4-17=-723/566, 15-17=-1749/2926, 13-15=-1814/3202, 5-13=-864/1648; 7-13=-545/1011, 7-12=-2032/1238, 9-12=-1060/1933 NOTES-. . 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4,2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp'C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 077-.13; Interior(1) 0-7-13 to 13-10- i Exterior(2) 13-10-4 to 18-1-3, Interior(1) _18-1-3 to 28-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 . 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load norlconcurrent with any other live loads. ' 4) * This truss has been designed fora live load of 20.Opsf on the bottom chord :in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. .. 5) Provide mechanical connection (by others) of truss to.bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=68612=803. ...... Walter P. Finn.PE No.22839 MiTek USA, Inc, FL Cart 6934 6904 Parke EastBlvd.Tampa ampa FL 33610. Dater . API r 1 30,2019 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 design, Bracing indicated is to of Individual truss web and/or chord members only. Additional temporary and permanent bracing. MITek* prevent.buckling 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, seeANSVTPII Quality CtBerla, DSB-89 and SCSI Building Component . 6904 Parke East Blvd: Tampa, FL 33610 Safety Infounationovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type • Qty " Ply PEREZ RESIDENCE T16917423 Q57241 K1"' Half Hip: 1 1 _ Job Reference (option 1 Unamoers i russ, inc., rOn rrerce, rL - C.zeu s r iov l b,'zul tl mi i eK Inausines; Inc.. I ue Apr ou Vt1:oV:b3 zul y. rage. `r ID:TrsM7eShhiCk5FgpUwtpnnhy87Le-Jv3batOtJYeBn07rwxdel2GdC.D_La8Ywrfl EZtzLaXK -2-0-0 , 7-3-14 14-b-o 15-9-10 20-10-13 26-0.0 .28-8.0 2-0-0 7-3-14 6.8-2 : 1-9-10 5-1-3 : 5-1-3 2-8-0'" •.. 3 dale = 1:53:4 5x8 = 5,00 '12 3x5 =' : 3x4 II. 4x5:= 6 22 7 23 8 249 3x4 3x5 = 3x10 = 3x4 11 7-3-14 14-0-0 16-0.0 26-0-0 28-8.0 Plate Offsets (X,Y)-- [6:0-7-4,0-2-4], [12:0-3-4,0-3-4], [15:0-2-12,0-3-4], [17:0-3-8,0-1-8]: . LOADING (psf) SPACING- 2-0, CSI. DEFL. in (loc) .,I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC ,' 0.61 Vert(LL), -0.32 12-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.73 Vert(CT) : -0.70 12-13 >492 240 BCLL 0.0 Rep Stress Incr YES WB . 0.91 Horz(CT) _ 0.15 10 n/a : n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.19 5-15 . >999 240 Weight: 177 lb FT = 20% .:. LUMBER- BRACING- . TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-11, oc purlins, BOT CHORD 2x4 SP M 30 *Except` except end verticals: 5-16,6-14,8-1.1: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-6-15 oc bracing. WEBS 2x4 SP No.3'Except' " WEBS 1 Row at midpt 7-12 15-17,13-15: 2x4 SP M 30 REACTIONS. - (Ib/size) 10=1562/0-8-0, 2=1760/0-8-0 Max Harz 2=479(LC 12) Max Uplift 10==697(LC 12), 2=-792(LC 12):' FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or.less except when shown. . TOP CHORD 2-3=-3218/1443, 3-5=-3313/1765, 5-6=-3335/1916, 6-7=-3064/1795, 7-8=-1012/555; 8-9— 975/542, 9-10=-1547/878 BOT CHORD 2-17=-1685/2875, 5-15=-579/408, 6-13=-585/1045, 12-13=-1430/2416, 8-12- 374/280 WEBS 3-17=-692/538, 15-17=-1738/2939, 13=15=-:1876/3241, 5-13=-46/316,.7-13 450/812, 7-12=-1706/1064, 9-12=-985/1771 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=4.20sf; BCDL=3.Opsf; h=15ft; B=45ft;:L=29ft; eave=4ft; Cat.' II; Exp C; Encl., GCpi=0.18;'MWFRS (directional) and C-C Exterior(2)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 15-9-15, Exterior(2) .. 15-9-15 to 20-0-14, Interior(1) 20-0-14 to 28-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide ade.cjuate drainage to prevent v✓ater ponding. 4) This truss has been designed for a 10.0 psf bottom chord live Ioad;nonconcurrent with any other Live loads.. 5) ' This truss has been: designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0'tall by 2-0-0 wide will fit between the bottom chord and any other members. ..6) Provide mechanical connection (by others) of truss to -bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=697,: 2=792. Walter P. Finn.PE N6.22939 " MiTek USA, Inc.PLCert6934 East 8904 Parke Blvd.Tampa ampa FL 3.3610.. Date: . .. . ... April 30,2019 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEMII-7473 rev. 1WO312015 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 1' a truss system. Before use; the bullding 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 MiTeW 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, seeANSVIPII Quality Cdtorla, DSB-69 and BCSI Bu6ding Component . 6904 Parke East Blvd: Safety Informationovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type • City. Ply PEREZ RESIDENCE T16917424 Q57241 KJ2 Diagonal Hip Girder 1 1 "" _' Job.Reference (optional) Lmamoers I russ, Inc., tort coerce, rL . , tl.22U s NOV 16,Zu1 tl MI I eK Inausines; Inc. 1 ue Apr 3u ut$:J9:b4 2vi g rage 1 ID:TrsM7eShmCk5FgpUwtpnnhy87Le-n5cinDPV4sm2Pyi 1 TeStaFoozcSCJp_34J 1 o5KzLaXJ -2-9.15 2-7-12 2-9-15 r 2-7-12 " • - - Scale = 1:11.0 0 2-7-12' 2.6-4 T Plate Offsets (X,Y)-- .[2:0-1=0,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.48 Vert(LL) 0.02 4-7 >999 360 MT20 244/190 TCDL 15.0 Lumber'DOL 1.33 BC 0.24 Vert(CT) 0.02 4-7 >999 240 BCLL 0.0 ': Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) -0.03 4-7 >999 240 Weight: 13lb FT=26 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-33/Mechanical, 2=458/0-11-5, 4=-86/Mechanical Max Horz.2=124(LC 24) Max Uplift 3=-144(LC 17),.2= 476(LC 8), 4=-179(LC 17) Max Grav 3=172(LC 24), 2=513(LC 28), 4=208(LC 24)-' , 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.: II; Exp C; Encl.,'GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 3=144, 2=476, 4=179. . 8) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 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=1.33, Plate Increase=1.33 - Uniform Loads (plo Vert: 1,-3=-90, 4-5=-20 Concentrated'Loads (lb) Vert: 8=107(F=52,.B=55) 9=97(F=50, 9=46) • Walter P. Finn PE N6.22636 . MiTak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Dater April 30,2019 & WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE 11111-7473 rev. 10103QOIS 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 bullding design• Bracing Indicated is to prevent.buckling of Individual truss web and/or chord members only.. Additional temporary and permanent bracing MiTek' Is always requiredfor stability and to prevent collapse with possible personal Injury and'property damage. For general guidance regarding the sq fabrication, storage, delivery, erection and bracing of trusses and truss systems,.seeANSVrPII Quality Crtfado, DSB-89 and SCSI Buiding Component . 6904 Parke,East Blvd. Safety Informatlonavailoble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply PEREZ RESIDENCE T16917425 (]57241 KJ3 Diagonal Hip Girder 5 1 .. ... Job Reference (optional) t ►lamaers I cuss, Inc., t art t lerce, rL a.ZZu s NOV I b Zu1 o mi I eK Inausmes, inc. i ue Hpr au ub:.ja:bb eu r s. rage .r. ID:TrsM7eShmCk5FgpUwtpnnhy87Le-GIAL?ZQ7r9uvO6HE1 Mf67TL_jOmW 2GEDJznLdmzLaXl 2-9-15 2-4-10 4-2-3 2915 2410 199 Scale = 1:13.4 4-2.3 423 Plate Offsets (X Y)-- '[2:0-1-4 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) ..I/deft L/d PLATES GRIP TCLL -30.0 Plate Grip DOL 1.33 TC: 0.48 Vert(LL) :. -0.09 4-7 >554 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC - 0.36 Vert(CT) : 0.07 4-7 >702 240 BCLL 0.0 * Rep Stress Incr NO WB .0.00 Horz(CT) 0.00 2 n/a - n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 17 lb FT = 20'% LUMBER- BRACING-. . TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-3'oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=73/Mechanical, 2=435/0-10-15,:4=-17/Mechanical Max Horz 2=152(LC 24) Max Uplift 3=-61(LC 8), 2=-470(LC 8), 4=-81(LC 17) Max Grav 3=129(LC 28); 2=569(LC 28), 4=128(LC 24) FORCES. (lb) - Max.. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; b--15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp. C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord. live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf'on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide - will fit between the -bottom chord and any other members. . 4) Refer to girder(s) for truss to truss. connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=470, 6) "NAILED" indicates 3-10d:(0.1.48"x3") or 2-12d(0.148"x325") toe -nails per NDS guidlines. 7)'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 lhcrease=1.33, Plate Increase=1.33 Uniform Loads.(plf) Vert: 1-3=-90,'4-5=720. Concentrated Loads (lb) Vert: 8=113(F=56. B=56) 9=108(F=54. B=54) ' A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE 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 ofindividual 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,.seeANSVTPII Quality Cdtoda,.DSB.89 and BCSI Building Component' - 6904 Parke.tast Blvd. Safety InformaBonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type • Qty Ply PEREZ RESIDENCE T16917426 Q57241 KJ5 DIAGONAL HIP GIRDER 3 1 Job Reference (optional) U*ambers I russ, Inc., Fort Fierce, I-L -2-9-15 2-9-15 l 13.22U S NOV 16 2U18 MI I eK Industries; Inc.. I ue Apr 3U Ut7:39:bb 2U79 Page 1 I D:TrsM7eShrnCk5FgpUwtpnnhyB7Le-kUkkCvQlcTOmeFsQb3BLfgu9UQ6Znh5MYdW v9CzLaXH 3-9-9 7-0-2 - - - --� 3-9-9 3-9-9 3-8-1 Scale = 1:19.1 Ig N y O N N LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL . 1.33 TC 0.48 Vert(LL) -0.07 7-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.37 Vert(CT) " 0.05 7-10 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(CT) 0.01 5 n/a r1/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 31 lb FT = 20% LUMBER-_ BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 0o purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly.applied" or 6-0-0 oc bracing. WEBS 2x4 SP No.3 . REACTIONS. (lb/size): 4=134/Mechanical, 2=513/0-11-5, 5=140/Mechanical Max Horz 2=202(LC 8) - Max Uplift 4=-87(LC 24), 2=-654(LC 8), 5=-219(LC 5) Max Grav 4=151(LC 17), 2=699(LC 28), 5=192(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. . TOP CHORD 2-3=-724/435 BOT CHORD 2-7=-476/568, 6-7=-476/568 WEBS 3-6=-611/512 NOTES- 1) Wind: ASIDE 7-10;.Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60.plate grip DOL=1.60 ... 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members: 4) 'Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) M54, 5=219.. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) 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=1.33, Plate Increase=1.33 Uniform.Loads (plf) Vert: 1-4=-90, 5-8=-20 Concentrated Loads (lb) . Vert: 11=120(F=64, B=56) 13=106(F=52, B=54) 14=10(F=7, B=3) Walter P. Finn PE No.22839 MiTek USA, Inc. PL Cart 66U. 8904 Parke East Blvd. Tampa FL 33610: Date: April 30,2019 0 WARNING -Verify des/gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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, seeANSVlIPII Quality Cdtoda,.DSB-89 and BCSI BuIlding Component 6904 Parke East Blvd. Safety Infomfatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type • • Qty. Ply PEREZ RESIDENCE T16917427 Q57241 KJ7 Diagonal Hip Girder 2 1 Job Reference (optional) Lmamuers I russ, inc., ror[ rrerce, rL t5.ZZII s IVOV l b ZUI IS Mr I eK mauSmes; mc. 1 ue Hpr;ju Ub::fy:bt zul y' rage 1 I D:TrsM7eShmCk5FgpUwtpnnhy87Le-Cgl6QFRNNnBdGPRc9miaCuRKDIQFW 3jVmHGSifzLaXG -2-9-15 5.2-9 9-10.1 2-9-15 5-2-9 4-7-B ` - Scale: 1/2"=1' 1� la )-10-1 4-7-8 3x4 = N LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.48 Vert(LL) , --0.12 7-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.47 Vert(CT) 0.08 7-10 >999 240 BCLL 0.0 Rep Stress Incr .. NO WB 0.45 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 43 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD: Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-5-11 oc bracing. WEBS 2x4SPNo.3 REACTIONS. (Ib/size). .4=209/Mechanical, 2=685/0-10-15, 5=368/Mechanical Max Harz 2=253(LC 8) Max Uplift 4=-145(LC 8),'2=692(LC 8), 5— 347(LC 8) Max Grav 4=209(LC 1), 2=864(LC 28), 5=385(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10581798 BOT CHORD 2-7=-854/986, 6-7=-854/986 WEBS 3-7= 249/264, 3-6=-1049/908 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconourrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s).except (jt=lb) 4=145, 2=692, 5=347. 6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 7) 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=1.33, Plate Increase=1.33 Uniform:Loads, (plf) Vert: 1-4=-90, 5-8=-20 Concentrated Loads (lb) . Vert: 11=113(F=56,;B=56) 13=-91(F=-45, B=-45) 14=108(F=54, B=54) 15=6(F=3, B=3) 16=-64(F=-32, B=-32) Walter P. Finn PE No,22836 . MiTek USA, Inc, FL Cart 6634, $904 Parke East Blvd. Tampa FL 33610 Date; April 30,2019 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. " Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ,o,truss system. Before use; the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall tiuilding design, Bracing Indicated is to prevent buckling of Individual trussweb 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, seeANSVIP11 Guallly CrIterlo,M13.89 and SCSI BuBding Component . 6904 Parke East Blvd. Safety Informatlonavollable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty. " Ply PEREZ RESIDENCE T16917428 Q57241 KJA _ Diagonal Hip Girder 1 1 Job Reference o tional . Lmamuers I russ, Inc., rOn' coerce, rL 6.ZZU S NOV l b zuib MI I eK maUSVIes, Inc. I lie Apr 3u ut5I3v:b6 zuiU rage 1 I D:TrsM7eShmCk5FgpUwtpnnhy87Le-gtsUdbS084G UtZ?piUDpk5zYVErBFdzf?x??E5zLaXF 2-6-12 5-1-8 2-6-12 2-6-12 ADEQUATE. SUPPORT REQUIRED.4 3x4 II :6 NAILED NAILED 5-1-8 5-1-8 3 Scale = 1:15.7 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.32 Vert(LL) 0.06 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC. 0.17 Vert(CT) -0.06 3-4 >999 240 BCLL 0.0 Rep Stresslncr NO WB 0.00 Horz(CT), 0.03 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Weight: 16lb FT=20 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Stri dtural wood sheathing directly applied or 5-178 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly, applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=270/Mechanical, 2=203/Mechanical, 3=67/Mechanical Max Harz 4=88(LC 8) Max Uplift 4=-126(LC 8), 2=-136(LC 8), 3=-34(LC 8) . Max Grav 4=270(LC 1), 2=203(LC 1), 3=97(LC 3) 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=4.2psf; BCDL=3.Opsf; h=15$; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp.C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the. bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 4=126, 2=136. 6) "NAILED" indicates 3-10d (0.148"&') or 2-12d (0.148"x325") toe -nails per NDS guidlines. 7) 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=1.33, Plate Increase-1.33 Uniform Loads,(pif) Vert: 1-2=-90, 3-4=-20 Concentrated Loads (lb) Vert: 6=-O(F=3, B=-4) • Walter P. Finn. PE N6.22839 MiTek USA, Inc. FL Cert 6634. 6904 Parke East Blvd. Tampa FL 33610 Date: . April 30,2019 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE'M11-7473 rev. 1010312016 BEFORE USE, Design valid for use only with IvtTek® 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 of individual truss web and/or chord members only.. Additional temporary and permanent bracing WOW prevent.buckling is always required for stability and to preventcollopse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems,.seeANSVIPII Quality Cdtorla, DSB-69 and BCSI Bu0dIng Component 6904 Parke.East Blvd. Safety Infonnatlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type r ' Qty Ply PEREZ RESIDENCE T16917429 Q57241 KJB Diagonal Hip Girder 1 Q Job Reference (optional) Lmamoers r russ, inc., ron rierce, rL a.2'LU s Nov 16 2U18 Mi I eK Industries; Inc.. I ue Apr 30 08:39:58 2019: Page, 1 I D:TrsM7eShmCk5FgpUwtpnnhy87Le-gtsUdbSO84GUtZ?pi UDpk5zbfErEFdzf?x??E5zLaXF 1-7-7 3.2-14 1-7-7 1-7-7 Scale = 1:10.6 2 3.54 F12 I m 1 N � 1 N 3 ADEQUATE . 3x4 = SUPPORT REQUIRED. 3-2-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.12 Vert(LL) -0.00 3-6 >999 360 MT20 244/190 TCDL 15.0. Lumber DOL 1.33 BC 0.17 Vert(CT) -0.01 3-6 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.01 3-6 >999 240 Weight: 13lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or3-2-14 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=175/Mechanical, 2=107/Mechanical, 3=67/Mechanical Max Harz 1=57(LC 12) Max Uplift 1=-61(LC 12), 2=-67(LC 12), 3=-19(LC 12) .Max Grav 1=175(LC 1), 2=107(LC 1), 3=71(LC 3) 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp Q. Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. . 4) Refer to.girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MIF7473 rev, fa/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,.seeANSVTPII Quality Criteria,.DSB-89 and SCSI Bu9ding Component . 6904 Parke.East Blvd. Safety Informationavoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply PEREZ RESIDENCE T16917430 Q57241 M Half Hip. Job Reference (optional) �Ial nuClb I Iubs, nIU., run rlelGe, rL . , b.ZZU 5 IVOV,1b ZUIb MI I eK Inausirles, Inc.. I ue Apr:fu ub:Je:buZulu rage i ID:TrsM7eShmCk5FgpUwtpnnhy87Le=83QsricTevOOLVja?GBk2HJ W iYd82_joEblZmXzLaXE 2-1-10 6-10-6 11-8-0 2-1-10 6-10-6 4-9-10 Scale = 1:23.1 4x8 = 3x4 11 3 11 12. 4 I 3X4 = fi 10 6 11-8-0 6-10-6 4-9-10 Plate Offsets (X,Y)-- (3:0-54,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL , 30.0; Plate Grip DOL 1.33 TC. 0.37 Vert(LL) -0.05 6-9 >999 360' MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.26 Vert(CT) -0.12 6-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 'Code FBC2017fFP12014 Matrix -MS Wind(LL) 0.08 6-9 >999 240 Weight: 55lip FT=20:/ . LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 6c purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-6-4 oc bracing. REACTIONS. (lb/size) 2=850/0-8-0, 5=615/Mechanical .. . Max Harz 2=258(LC 12) Max Uplift 2=-447(LC 12), 5=-269(LC 12) FORCES. (lb) - Max.. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. .TOP CHORD 2-3=-821/435 BOT CHORD 2-6=-515/654, 5-6=516/662 WEBS 3-6=-13/277, 3-5=-760/595 NOTES- 1).Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 13=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-2-5 to 0-6-3,:Intedor(1) 0-6-3 to 6-10-6, Exterior(2) 6-10-6 to 11-1-5,.Intedor(1) 11-1-5 to 11-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pbnding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any.other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. - 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=44715=269. • Walter P. Finn PE No.22839 MiTek USA, Inc, FL Cart 6634. 6904 Parke East Blvd. Tampa FL 33610. Date: April 30,2019 • 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with maeke 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, seeANSU1Pl1 Quality Cdtorla,.D511-09 and BCSI Building Ccmpcnord 6904 Parke.East Blvd: Safety Informatlanavoiloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply PEREZ RESIDENCE T16917431 Q57241 M1 Half Hip, 1 1 Job Reference (optional) LAamoers i russ, inc., ton tierce, M - d.2Y11 S Nov T6 zui ti MI I eK InaUStrleS; Inc., I ue Apr 3U UB:4 M Zulu rage 1 I D:TrsM7eShmCk5FgpUwtpnnhy87Le=cF_E2HTGgi W C7t9BgvFHgW 3tm1 T5j U_ySFU6lzzLaXD 2-1-10 5-7-3 8-10-6 11-8-0 2-1.10 5-7-3 3-3-4 2-9-10 4x4 = Scale =.1:25.8 3x4 = 4 5 1 3X5 = 8-10-6 11-8-0 B-10.6 2-9-10 Plate Offsets (X,Y)-- f2:0-2-2,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL - 1.33 TC. 0.33 Vert(LL) -0;10 7-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.34 Vert(CT) -0.22 7-10 >634 240 BCLL 0.0 Rep Stress Incr YES WB ..0.22 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 .:. Matrix -MS WInd(LL) -0.04 7-10 >999 240 Weight:62lb FT=20%-:. LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0=0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 - BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size). 6=615/Mechanical, 2=850/0-8-0 .: Max Harz 2=309(LC 12) Max Uplift 6=-283(LC 12), 2=-433(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-904/471, 3-4=-458/227, 4-5=-348/259, 5-6=-635/489 BOT CHORD 2-7=-649/764 WEBS 3-7=-494/460, 5-7=-457/623 NOTES- 1) Wind: ASCE 7-10; Vult=176mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-2-5 to,0-6-3, Interior(l) 0-6-3 to 8-10-6, Exterior(2) 8-10-6 to 11-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load noriconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. - 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others):of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=283, 2=433. Walter P. Finn. PE N6.22836 MiTek USA, Inc, FL Ced 6634. 8884 Parke East Blvd. Tampa FL 33810; Date: .April 30,2019 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 parametets 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 brocing 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, seeANSVWII Quality Cdtodo,.DSB.89 and BCSI Building Component' 6904 Parke East Blvd. Tampa, FL 33610- Safety Infonnationavollable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply PEREZ RESIDENCE T16917432 Q57241 M2 Half Hip.. Job Reference (optional) k-,namoers r russ, inc., ron rrerce, rL U22U S NOV 1 b zui b MI I eK Inausines, Inc. 1118 Apr;ju =4U:U1 'LU19 rage 1 I D:TrsM7eShmCk5FgpUwtpnnhyB7Le=4RYdFcUuQ?f311 kNOcmW Mkb?TRrHSgT5hvEgrQzLaXC 2-1-10 5-8-5 10-10-6 11-8-0 2-1.10 5-B-5 5-2-2 0-9-10 3x6 = 3x4 11 Seale = 1:30.2 4 5 5.00 F12 3x4 3 . 2 3x4 = 5.8-5 11-8-0 585 5111-1 Plate Offsets (X,Y)-- [2:0-0-2,0-0-71,[4:0-3-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL . 1.33 TC 0.53 Vert(LL) -0.03 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.21 Vert(CT) -0.06 6-7 >999 240 BCLL 0.0 '' Rep Stress Incr YES WB 0.66 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) -0.02 7-10 >999 240 Weight:58lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD. Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing. REACTIONS. (lb/size) 2=850/0-8-0, 6=615/Mechanical Max Horz 2=359(LC 12) Max Uplift 2= 414(LC 12), 6=-302(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-975/340, 5-6=-222/263 BOT CHORD 2-7=-592/827, 6-7=-592/827 WEBS 3-7=0/255, 3-6=-864/609 NOTES-. 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-2-5 to 0-6-3,-Intedor(1) 0-6-3 to 10-10-6, Exterior(2) 10-10-6 to 11-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads: 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all. areas;where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others).of truss to bearing plate capable of withstanding 100'lb uplift at joints) except at=lb) . . 2=414, 6=302. Walter P. Finn.PE N6.22830 MiTek USA, Inc. PL Cori 6634' 6604 Parke East Blvd. Tampa FL 33610 Date: April 30,2019" & WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGEMIF7473 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.collopse with possible personal Injury and property damage. For general guidance regarding the, . - fabrication; storage, delivery, erection and bracing of trusses and truss systems, seeANSVMII Cualfly Criteria, DSB-89 and SCSI Building Companant 6904 Parke East Blvd. Saloty Infonnationavollable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply PEREZ RESIDENCE T16917433 Q57241 MHV10 Valley; Job.Reference (optional) unnmuers i russ, mu., rori rrerce, r-L - , _ _ . U.ZZU S NOV 16 ZVl d MI I eK Inausines, Inc. • I Ue Apr JU Ub:4U:U1 ZUl g: Page 1' , ID:TrsM7r3ShmCk5FgpUwtpnnhy87Le-4RYdFcUuQ?f3l1 kNOcm W Mkbz5RpKSzk5hvEgrQzLaXC 9-10-8 . 10 q-0 9-10-8 0-1-8 Scale = 1:94.5 3x4 I . __ .. 3 5 4 3x4 2x3 II 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.68 Vert(LL) n/a n/a 999 MT20. 244/190 TCDL 15.0 Lumber DOL 1.33 BC ' 0.34 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress [nor YES WB 0.13 Horz(CT), 0.00 4 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-S Weight: 37lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N6.3 TOP CHORD Structural wood sheathing directly applied or 67070 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1 =1 79/10-0-0, 4=218/10-0-0, 5=606/10-0-0 Max Horz 1=230(LC 12) Max Uplift 4=-113(LC 12), 5=-312(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-260/133' WEBS 2-5=-489/429 '. NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf;,BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 9-10-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. . 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads; 4) ' This truss has'been designed for a live load of 20.Opsf on the bottom chord in all areas where a: rectangle 3-6-0 tall by 2-0-0 wide' will fit between the bottom chord and any other'members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 4=113,5=312. Walter P. Finn PE 1616.22839 MiTek USA, Inc. FL Cert 6634, 6904 Parke East Blvd. Tampa FL 33610 Date: April 30,2019 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111I1.7473 rev. 10/0=015 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 ITW 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, seeANSVTPII QualiIftyy Cdterlo,MSB-B9 and BCSI Building Component 6904 Parke East Blvd. Safety Informafbnavoilable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City ' Ply PEREZ RESIDENCE T16917434 Q57241 MHV_ 12 Valley 1 1 Job Reference (optional) L,namoers I russ, Inc., tort Ylerce, t-L - 13.22U S NOV 1 ti 2U18 MI I eK Inaustnes, Inc.. l ue Apr 3U U8:40:02 2U19 Pagel I D:TrsM7eShmCk5FgpUwtpnnhyB7Le-Yes?TyV W BJnwMAJaxKHIvx83Mr75BPJFWZzD NSzLaXB L 9.10.8 12-0.0 9-10-8 2-1-8 3x6 = 3x4 = Scale = 1:25.0 3. 4 3x4 2x3 61 5 3x4 11 12-0-0 12-0.0 Plate Offsets (X,Y)-- [3:0-3-0;0-2-41, [4:Edge,0-1-81 LOADING (psf) SPACING- 2-070 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.97 Vert(LL) _ _ n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.49 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 ' Matrix-S i VdeighC 44 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHO_ RD 2x4 SP No.3 BOT CHORD Rigid ceiling directly,applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=236/12-0-0, 5=273/12-0-0, 6=715/12-0-0 Max Horz 1=231(LC 12) Max Uplift 1=-27(LC 12), 5=-125(LC 12), 6=-361(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250.(Ib) or less except when shown. WEBS 2-6=-576/569 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 9-10-8, Exterior(2) 9-10-8 to 11-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s).1 except at=lb) 5=125, 6=361. o Walter P. Finn.PE No.22639 . MiTek USA, Inc. FL Cart 669. 8904 Parke East Blvd. Tampa FL 33610, Date: April 30,2019 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 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 -. ' . .. 6904 Parke East Blvd: fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIP11 Quality CrIterla, DSB-89 and BCSI BuNdtng Component . Tampa, FL 33610 Safety Informatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply PEREZ RESIDENCE T16917435 Q57241 MHV14 Valley 1 .1 Jab Reference (optional LiIr ambers I russ, Inc., . • Fort Plefce, t-L 9-10-8 9.10-8 8.220 s Nov 16 2018 MITek Industries, Inc. I ue Apr 30 08:40:03 2019 Page 1 ID:TrsM7eShmCk5FgpUwtpnnhy87Le-1 gfNgl W8ydvn_KumVi p_R9hlgFZ3ws9O9DjmvlzLaXA 14-0-0 4-1-8 4x4 = Scale,=1:25.4 3x4 I I 3 1b 4 . 3x4 % 7 6 2x3 II 2x3 II 9.10-6 9-10-6 53x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Wet] Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.74 Vert(LL) n/a n/a 999 MT20 , 244/190 TCDL 15.0 Lumber DOL 1.33 BC- '0.13 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 5 n/a - _ We BCDL 10.0 Code FBC2017/TPI2014 Matrix-S. Weight: 55lb FT=20% 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 M 30 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. All bearings 14-0-0. (lb) - Max Horz 1=231(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1 except 5=-105(LC 9), 7=-320(LC 12), 6=-161(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=615(LC 1), 6=40B(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-484/443, 3-6=-304/311 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=6.18;'MWFRS (directional)'and C-C Exterjor(2) 0-8-12 to 3-8-12, Inte6or(1) 3-8-12 to 9-10-8, Exterior(2) 9-10-8 to 13-10-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60 2) Provide adequate drainage to prevent water ponding.' 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 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 5=105, 7=320, 6=161. • Walter P. Finn PE N6,22839 . MiTek USA, Inc. FL Cert 8634. 6904 Parke East Blvd. Tampa FL 3.3610 . Date: April 30,2019 0 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM7473 rev, 1010312015 BEFORE USE. Design valid for use only with MRek® 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 bracing of trusses and truss systems, seeANSLMIi Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke.East Blvd. Safety Infoanationavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ' Qty Ply PEREZ RESIDENCE T16917436 Q57241 MHV1,6 Valley 1 .1 Job.Reference (optional) UMamberS I russ, Inc., tort fierce, rL d.22U. s NOV 16 2U16 MI I eK industries; Inc.. I ue Apr 3U U6:4U:U4 LU19 rage, 1 ID:TrsM7eShmck5FgpUwtpnnhy87Le-VODIOeXmjwl ecUTy31KD_MDTfetvfKWXNtSKRIzLaX9 9-10-8 16-0.0 9-10-8 6-1-8 Scale = 1:27.2 4x5 = 3x4 11 3 10 11 4 5.00 12 2x3 I 9 2 . B 1 �l� 3x4 i 7 6 2x3 11 2x3 11 16-0-0 53x4 11 U-lU-b b-1-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.72 Vert(LL) n/a n/a 999 MT20 . 244/190 TCDL 15.0 Lumber DOL - 1.33 BC. 0.22 Vert(CT) a n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 61 Ib FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 'Except' TOP CHORD. Structural wood sheathing directly applied or 67070 oc puffins, 3-4: 2x4 SP M 30 except end verticals. - BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 16-0-0. (lb) - Max Harz 1=231(LC 12) Max Uplift All uplift"100 lb or less at joint(s) 1 except,5=-158(LC 9), 7=-311(LC 12), 6=-209(LC 12) Max Grav_ All reactions 250 lb or less at joint(s) except 1=260(LC 1), 5=364(LC 18), 7=584(LC 1), 6=562(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-267/214 WEBS 2-7=-462/415, 3-6=-401/3.56 NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl.,.GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 9-10-8, Exterior(2) 9-10-8 to 14-1-7, Interior(1) 14-1-7 to 15-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL='1.60 2) Provide adequate drainage to prevent water ponding.: 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 fora live load of 20.Opsf on the bottom chord in all areas where, a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except at=lb) 5=158, 7=311, 6=209.:: Walter P. Finn. PE N6.22839 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL M910 Date: April 30,2019 0 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MEEK REFERANCE PAGE 111II-7473 rev. 101OW015 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 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, seeANSV711 Quality Cdtedo, DSB-89 and SCSI Building Component 6904 Parke,East Blvd. Safety Infonoatlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Jab Truss Truss Type Qty. Ply PEREZ RESIDENCE T16917437 Q57241 MHV1.8 Valley: 1 1 "' Job.Reference (optional) l'pamue�a i i ubb, a io., ryn n.erce, rL - O.eeU s NOV 10 eU 10 IVII I eK Inuusmes,: inc. - I ue Apr ou U0:4U:uo zui `J' rage. 1' I D:TrsM7eShmCk5FgpUwtpnnhy87Le-zDh75_XPU E9UDe29dSrSXamf42A60miheXCt_BzLaXB 5.0-0 . 8-8.8 12-8-4 16-8.0 5-0-0 3-8.8 3-11-12 3-11-12 Scale = 1:29.2 4x4 = 2x3 11 3x4 11 " 3 13 4 14 15 5 3x4 = 10 9 8 7 6 2x3 11 3x6 = 2x3 11 3x4 II 2x3.11' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) I/deft Ud PLATES GRIP TCLL 30.0 Plate:Grip DOL 1.33 TC 0.68 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC - 0.35 Vert(CT): n/a n/a • 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT)- 0.00 6 n/a n/a BCDL 10.0 Code FBC2017fTP12014 -Matrix-S Weight: 70lb FT=20% 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. REACTIONS. All bearings 16-8-0. (lb) - Max Harz 1=231(LC 12) Max Uplift All uplift 100 lb orless at joint(s) 1, 6 except 8=-144(LC 12), 10=-316(LC 12), 7= 238(LC 9) Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=354(LC 17), 1 0=589(LC. 1), 7=570(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-267/242, 2-10— 467/430, 4-7=-412/314 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-8-8, Exterior(2) 8-8-8 to 12-8-4, Interior(1) 12-8 4 to 16-6-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 20.0psf on the bottom chord in all areas.where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members', with BCDL = 1 O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1; 6 except (jt=lb) 8=144, 10=316, 7=238. Walter P. Finn.PE N6.22839 MiTek USA, Inc. FL Bert 6634 61104 Parke East Blvd. Tampa FL 33610, Date; April 30,2019 .. ... 0 WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/ M015 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-seeANSVIPII Quality Cdtuda, DSB-69 and SCSI Building Component' 6904 Parke East Blvd. Safety Inforaratlonavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ' ' Qty Ply PEREZ RESIDENCE T16917438 Q57241 MV2 Valley 2 Q Job Reference (optional) cnamuers i russ, inc., • ronrierce, rL ts.Zzu. s IVOV 1 r1 eui t1 MI I eK Inausirles; mc.. I ue Iipr JU ub:4U:ub zu1 u rage 7 ID:TrsM7eShmCk5FgpUwtpnnhy87Le-zDn75 XPUE9UDe29dSrSXamof2F40oihcXCt_BZLaX8 2-0.0 200 Scale = 1:6.6 so0 > 2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.07 Vert(LL) n/a n/a 999 MT20., 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(CT) _ -0.00 2 n/a n/a BCDL -10.0 Code FBC2017fTP12014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD: Rigid ceiling directlyapplied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=70/2-0-0, 2=57/2-0-0, 3=13/2-0--O Max Harz 1=32(LC 12) Max Uplift 1=-23(LC 12), 2=-40(LC 12) . Max Grav 1=70(LC 1), 2=57(LC 1), 3=25(LC 3) 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=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions. shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s),1, 2. Walter P. Finn PE N6.22839 . MiTek USA, Inc. FL Cart H34 6904 Parke East Blvd. Tampa FL 33610, Date: April 30,2019 0 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1,10-7473 rev. 10103,2015 BEFORE USE. Design valid for use only with ivliTek® 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 ilek' 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, seeANSVWII Quality Criteria,.DSB-89 and BCSI Building Component . 6904 Parke.East Blvd. Safety Infannotlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type ' City Ply PEREZ RESIDENCE — T16917439 Q57241 MV4 Valley_ 2 1 Job.Reference (optional). 6.ZZU s Nov 1 b ZU1 a ml i eK inaustnes, Inc. i ue Apr 3u U8:4U:Us ZU1 a, rage 1.. : ID:TrsM7eShmCk5FgpUwtpnnhy87Le-RPLWJKYI FYHLrodLA9Mh3nJtzSZm7FygrBxQWdzLaX7 4-0-0 4-0-0 Scale=-1:11.1 2 :., 3. 3x4 3x4 11 LOADING (psf) SPACING- 2-0 0 CSI. DEFL. in (roc) 17defl L/d PLATES GRIP TCLL 30.0 Plate: Grip DOL 1.33 TC 0.48 Vert(LL) n/a n/a 999 MT20 . 244/190 TCDL 15.0. LumberDOL 1.33 BC, 0,19, Vert(CT) n/a n/a :;999 BCLL _ 0.0 _ Rep Stress Incr YES WB 0.00 Horz(CT) 0:00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 13lb - FT=20% 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) I=M7 4-0-0, 3=172/4-0-0 Max Harz 1=79(LC 12) Max Uplift 1= 56 LC 12 , 3=-88(LC 12) 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp:C; En6l.,:GCpi=0.18; MWFRS (directional) and C-C Exterior(2) ione;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires Continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6=0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others):of truss to bearing plate capable of withstanding 100 lb.uplift at joint(s) 1, 3. Walter P.Finn PE No.22838. MiTek USA, Inc. fL Cerf 6634: 8804 Padre. East Blvd. Tampa FL 33610 Date: . p. April 30 20i9 A WARNING- Verily design parameters and READ NOTES ON:TH/S AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 10/012015 BEFORE USE. " Design valid for use onlywith MITek® connectors, This design Is based only upon parameters shown, and is for an individual building component, not a buss 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, seeANSVIPII Qualify CM@da, D116-69.and SCSI Building Component. 6904 Parke East Blvd:. . Safoty Informatlanavallable from Truss Plate Institute; 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply PEREZ RESIDENCE T16917440 057241 MV6 Valley. 1 1 Job.Reference (optional) Cnamners I russ, inc., t-orl rierCe, hL b.ZZU s Noy I ZU1b MI i eK InaustneS, inc. I ue Apr JU Ub:4U:ut zuiu rage 1 I D:TrsM7eShmCk5FgpUwtpnnhy87Le-vbvuwgZfOrPCTyCXkttwc?r52swAsgK_3rh_24zLaX6 600 6-0.0 A 3x4 11 Scale: 3/4°=1' 3.' 5 4.. . 3x4 2x3 II 3x4 II i LOADING (psf) SPACING- 2-0-0 CS]. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 .. TC 0.27 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC • '0,12 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr ' YES WB 0.12 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:21 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD, Structural wood sheathing directly applied o� 6-070 oc purlins, BOT CHORD,2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 p BOT CHORD Rigid ceiling directly applied_ or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 " REACTIONS. (lb/size) 1=84/6-0-014=124/6-0-0, 5=356/6-0-0 Max Horz 1=129(LC 12) Max Uplift 4=-64(LC 12), 5=483(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-291/406. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4,2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 5-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip'DOL=1.60 2) Gable requires continuous bottom chord bearing..' 3) This truss has been designed for a 10.0 psf bottom chord,live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live: load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4 except Qt=lb) 5=183. Walter P. Finn PE No.22839 . Mi rek USA, Inc. FL Cert 6634. 6904 Parke East Blvd. Tampa FL 3.3610 Date: April 30,2019 Q WARNING -Verify design parameters and READ NOTES ON�TH/S AND INCLUDED MITEK REFERANCE PAGE MX7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTe.WD 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 MOW 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, seeANSI/IPIt Quality Criteria, DS111$9:and SCSI Building Component. 6904 Parke East Blvd: Softy Informatbnavalloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type " Qty Ply PEREZ RESIDENCE T16917441 Q57241 MV8 Valley 1 1' Job'Reference (optional lAlamDerS I russ, Inc., tort Nlerce, I-L 8.2ZU 8 Nov lb 2016 Mr I eK Inaustrles,. Inc. I Ue Apr 30 08:40:08 2019. Page 1 ID:TrsM.7eShmCk5FgpUwtpnnhy87Le-NbTGj0aHn9X345mklaO98CODi G Eob6K7I UQXbW zLaX5 8-0-0 800 • 3x4 "11 Scale = 1:20.6 i 3 I 5 4 3x4 2z3 11 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.46 Vert(LL) n/a r1/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.22 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr - YES WB 0.14 Horz(CT) 0.00 n/a n/a BCDL 10.6 Code FBC2017/TP12014 Matrix-P Weight: 29lb FT=20% 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=126/8-0-0, 4=166/8-0-0, 5=492/8-0-0 -Max Harz 1=180(LC 12) Max Uplift 4=-86(LC 12), 5=-253(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown._ TOP CHORD 1-2=-271/131 WEBS 2-5=-403/459 .. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 4-0-0, Interior(1) 4-0-0 to 7-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads: 4) ' This truss has. been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide I. will fit between the bottom chord and any other members. ' 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 5=253. Walter P. Finn PE No.22839 MiTek USA, Inc. FL Cert 66U. 6904 Parke, East Blvd. Tampa FL 33610 . Date:. April 30,2019 Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 1 n/03/2015 BEFORE USE. Design valid for use only with ReK.) connectors. This design is based only upon parameters shown, and Is for an Individual building component, not M 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 p/� IV1 ��8k•. 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, seeANSVIPII Cuallty CrNarla, DSB.89.and SCSI BuBding Componont. 6904 Parke East Blvd. Safety Informationavailoble from Truss Plate Institute; 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Cry ' . Ply PEREZ RESIDENCE T16917442 057241 MVA VALLEY Job Reference (optional) Uflamoers I russ, mc., ran rlerce, rL U.ZZU S NOV 1 b.Zu16 MI I ex industries,. Inc. I us Apr 3U Utt:4u:u6 ZU19" rage 1 I D:TrsM7eShmCk5FgpUwtpnnhy87Le-NoTGjOaHn9X345mklaO98COAuGAub8S71 UOXbW zLaX5 -2-0.0 448 2-0.0 4-9-8 ' Scale = 1:19.5 • 3 [' :3x4 5 .. .. .4. 4x6 I I 3x4 11 Plate Offsets (X,Y)-- [2:0-2-0,0-1-121, [3:0-0-13,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0: Plate Grip DOL 1.33 TC 0.64 Vert(LL) _ 0.01 1 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL' 1.33 BC 0.47 Vert(CT) " -0.01 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Cade FBC2017ITP12014 Matrix-R Weight: 24lb FT=20"/ " LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD. Structural wood sheathing directly applied or 4-9-8 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. REACTIONS. (lb/size) 5=494/4-9-8, 4=199/4-9-8 . Max Harz 5=253(LC 12) Max Uplift 5=-265(LC 12),,4=-128(LC 12) Max Grav 5=494(LC 1), 4=212(LC 17) FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250"(lb) or less except when shown. TOP CHORD 2-5=448/478, 3-4=-177/299 NOTES- .1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=154, B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 0-11-5,:Interior(1) 0-11-5 to 4-7-12 zone; end vertical left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)'Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=265, 4=128. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cert 6634, 6904 Parke, East Blvd. Tampa FL 33610 Dale: Ap ri1 30,2019 ' A WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev. 10/03I1015 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 o.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 stabllity 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, seeANSVIPII Quality Criteria, DSB-89 and BCSI Building Component. " : 6904 Parke East Blvd. Safety Infarmationovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply PEREZ RESIDENCE T16917443 Q57241 MVB Valley 1 1 Job.Reference (optional) L.mamoerS I russ, Inc., t-on coerce, FL - B.22U S Nov 16 2U1 t1 MI I eK Inaustries Inc. I ue 'Apr 8U Ut1:4U:U9 2U19 rage 1 ID:TrsM7eShmCk5FgpUwtpnnhy87Le-r_OexMavYTfwi FLwslvOhQxR7fcOKapHX8A57yzLaX4 4-9.8 498 --- Scale = 1:15.3 3 c LOADING (psf) SPACING- 2-0-0 . . CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.23 Vert(LL) n/a n/a 999 MT20 244/190 TCDL - 15.0 Lumber DOL : 1.33 rBC . 0.09 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 n/a n/a - BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 19 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-9-8 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=101/4-9-8, 4=91/4-9-8, 5=319/4-9-8 Max Harz 1=129(LC 12) Max Uplift 4=-46(LC 12), 5=-176(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb)'or less except when shown. WEBS 2-5=-261/405 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4:2psf; BCDL=3.Opsf; h=15ft B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-7-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This.truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and. any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 5=176. Walter P. Finn PE No.22930 MiTek USA, Inc. FL Cart 6634" 6904 Parke, East Blvd. Tampa FL 33610. Date: :April 30,2019 . 0 WARNING - Verify design parameters and READ NOTES ON -THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10=12015 BEFORE USE. Design valid for use only with MITek& connectors. This design Is based only upon parameters shown, and istor on 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, seeANSVTPII Qualify Cdtedo, DS13-89.and SCSI 130ding Component. ' : 6904 Parke East Blvd. Safety Infonnatlonavoilable from Truss Plate Institute; 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type, City Ply PEREZ RESIDENCE T16917444 Q57241 P HALF HIP 1 1 Job Reference (optional) Lmamoers I russ, Inc., .tort coerce, t-L 8.220 s NOV 16 2018 Mi I ek Industries; Inc.. 1 ue Apr 3o 08:40:10 2019 rage 1 - . I D:TrsM7eShmCk5FgpUwtpnnhy87Le-JAaO8hbXJmnnKPw6P?RdDdTTj3pN3gxQmovefOzLaX3 -2-0-0 7-0.0 14-9.15 22-6-1 30-4-0 2-0-0 7-0-0 7-9.15 -7-8-3 7 9 15 Scale = 1:54.6 5x8 MT18HS = .34 = 5x8 MTIBHS WB = 3x4 = 5.00 12 3 18 19 4 20 5 6 48 = 21 22 7 4x8 = 3x5 = 5x8 MT18HS = 3x10 = _ 4x6 11 3x4 = 7-0-0 14-9-15 22-6-1 30-4-0 7-0-0 7-9-15 -7-8-3 7-9-15 Plate Offsets (X,Y)-- [2:0-0-0,0-0-41, [3:0-5-0,0-2-41, [5:04-0,Edgel, 18:Edge,0-3-81, [9:0-3-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.81 Vert(LL) -0.29 9-10 >999 360 MT20 -244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.66 Vert(CT) -0.55 9-10 >659 240 , MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.11 , 8 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix -MS Wind(LL) 0.58 '9-10 >627 240 Weight: 147lb FT=20% LUMBER- BRACING - TOP CHORD, 2x4 SP M 30 TOP CHORD: Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP M 30 *Except* BOT CHORD .' Rigid ceiling directly applied or 2-8-1 oc bracing. 3-12,4-10,6-9: 2x4 SP No.3 WEBS 1 Row at midpt 4-12, 6-10, 7-9 OTHERS 2x4 SP NO.3 REACTIONS.. (lb/size) 8=1654/0-8-0, 2=1852/0-8-0 Max Horz 2=257(LC 12) Max Uplift 8— 1356(LC 12), 2=-1525(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.. TOP CHORD 2-3=-3442/4274, 3-4=-3109/4113, 4-6=-4372/5508, 6-7=-3378/4244, 7-8=-1578/1839 BOT CHORD 2-12=-4056/3076, 10-12=-5508/4372, 9-10=-4244/3378 WEBS 3-12=-1154l701, 4-12=-1523/1605, 4-10=-337/55, 6-10— 1354/1065, 6-9=-1110/984, 7-9=-4425/3523 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=4.20sf; BCDL=3.Opsf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 0-11-12, Interior(1) 0-11-12 to 770-0, Exterior(2) 7-0-0 to 11-3-8, Interior(1) 11-3-8 to 30-2-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all, areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 8=1356, 2=1525. Walter P. Finn PE N6.22939 Mi rek USA, Inc. FL ¢ert 6634 8904 Parke. East Blvd. Tampa FL 33610. Date:. . April 30,2019 Q WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE 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 anc( 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 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component Safety Informatlonavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City - Ply PEREZ RESIDENCE T16917445 Q57241 Pi.- HALF HIP p1 1 Job Reference (optional) L,namoers i russ, inc., ,ran rierce, rL 6.zzu s rvav 10 zu i c Mr r eK inousmes, inc. i ue mpr ou un:4u: r i zu i a rage i iD:TrsM7eShmCk5FgpUwtpnnhy87Le-oNBOM 1 c944vexZVlzjysmrobrT98ciGpZ_SfBBrzLaX2 -2-0.0 4-9-14 9-0-0 16.1-15 23-2-1 30-4.0 2-0-0 4-9-14 4-2-2 7=1-15 7-0-3 7-1-15 a Scale = 1:54.6 Sx8 MT18HS = 4 &B = 4x6 =' 2x3 11 4x8 = 18 19 20 5 6 7 21 22 8 3xa = 4x6 -= 2x3 I I 4x8 = 5x12 = 4x6 11 9-0-0 16.1-15 23-2-1 30-4.0 . 9-0.0 7-1-15 7-0.3 7-1-15 Plate Offsets (X,Y)-- [2:0-0-0,0-0-41, [4:0-4-0,0-1-131, [6:0-3-0,Edgel, [9:Edge,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc), I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.98 Vert(LL) 0.47 13-16 >764 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.69 Vert(CT) -0.38 11-13 >963 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) . 0.10 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 .. Matrix -MS Weight: 156 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc. purlins, BOT CHORD 2x4 SP M 30 except end verticals. - WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-8-13 oc bracing. WEBS 1 Row at midpt 5-10 - 2 Rows at 1/3 pis 8-10 REACTIONS. (lb/size) 9=1654/0-8-0, 2=1852/0-8-0 Max Harz 2=307(LC 12) Max Uplift 9=-1361(LC 12), 2=-1519(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or lass except when shown. TOP CHORD 2-3=-3564/4332, 3-4=-3092/3935, 4-5=-2813/3744, 5-7=-2468/3123, 7-8=-2468/3123, 8.-9— 1586/1878 BOT CHORD 2-13= 4245/3229, 11-13=-4290/3381, 10-11=-4290/3381 WEBS 3-13= 482/594, 4-13=-1155/667, 5-13=-645/696, 5-1 1=-482/258,5-10= 1038/1326, 7-10=-668/458, 8-10=-3479/2749 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph-, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 0-11-12, Interior(1) 0-11-1.2 to 9-0-0, Exterior(2) 9-0-0 to 13-3-8, Interior(1) 13-3-8 to 30-2-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide. will fit between the bottom chord and any other members: 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=13611 2=1519. Walter P. Finn PE N6:22839 MiTek USA, Inc. FL CeA 6634 6904 Parke East Blvd. Tampa FL 3.3810, . Date: April 302019 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11.7473 rev. f0/03/P015 BEFORE USE-. Design valid for use only with M7ek® connectors. This design Is based only upon parameters shown,:ond 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, seeANSVIPIi Quality Cdleda, DSB-69.and SCSI Building Component ' : ' . 6904 Parke East Blvd. Safety Informationavallabie from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, Fl- 33610 Job Truss Truss Type • '' Qty Ply PEREZ RESIDENCE T16917446 Q57241 P2 HALF HIP 1 1 Job Reference (optional). (AlamDerS I russ, Inc., fort t-ierce, rL ..a MZZU S Nov It) ZUl tl MI I eK Inousines, Inc. I ue Hpr ou ub:4U: IZ ZU I e rage I ID:TrsM7eS_hm_Ck5FgpUwlpnnhy87Le-GZinZNdorOl VZj4VXQT5J2YnKtXYXjmjp6OlkHzLaX1 -2-0-0 5-9-14 11-0-0 17-4-3 , . 23-6-5 30-4-0 2 0 5-9-14 5-2-2 6-4-3 6-4-3 6-7-11 ' Scale = 1:54.6 �I 0 Sx6 4 20 21 3x4 = 4x6 =. 3x4 = 3x8 _ 5 6 7 .22 23 e 4x6 4x8 = 2x3 I13x8 = 3x4 4x6 = 4x6 11 11-0-0 17.4-3 20.6-4 23.8-5 30-4-0 5-2-2 6-4-3 3-2-1 3-2-1 6-7-11 [4:0-3-12 0-2-81 [6:0-3-0 Edgel [9:Edge,0-3-81 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 -TC 0.94 Vert(LL) -9.1.6 11-13 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.49 Vert(CT) -0.31 11-13 >999 240 BCLL 0.0 '. Rep Stress Incr YES WB 1.00 Horz(CT) -0.09 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.35 11=13 >999 240 Weight: 165lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8=3 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-3-14 oc bracing. WEBS 1 Row at micipt 8-9, 8-10, 7-1t REACTIONS. (lb/size) . 9=1654/0-8-0, 2=1852/0-8-0 Max Harz 2=357(LC 12) . Max Uplift 9=-1368(LC 12), 2=-15121(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3543/4357, 3-4= 2821/3509, 4-5=-2533/3350, 5-7= 2697/3453, 7-8=-1935/2464, 8-9=-1590/1899' BOT CHORD 2-14=-4278/3193, 13-14=-4278/3193, 11-13=-3453/2697, 10: 11=-2464/1935 WEBS 3-14=-393/212, 3-13=-746/1056, 4-13= 970/561, 5-13 411/197, 5-11=-463/309, 7-1 0=-1 193/1178, 8-10=-2950/2318, 7-11=-1245/959 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=4.2psf; BCDL=3.Opsf; h=f5ft; B=45ft; L=30ft; eave=4ft; Cat. 11; Exp.C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)'-2-0-11 to 0-11-12, Interior(1) 0-11-12 to 11-0-0, Extedor(2) 11-0-0 to 15-3-8, Interior(1) 15-3-8 to 30-2-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)'Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . G will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=1368,2=1512. Walter P. Finn PE No.22639 MiTek USA, Inc. FL CiA 6634. 6904 Parke East Blvd. Tampa FL 33610 Data. .April 30,2019 ®WARNING -Verify design parameters and READ NOTES ON, THIS AND INCLUDED MrrEK REFERANCE PAGE M11-7473 rev. 1010312016 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not Nil a.truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing indicated is to 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, seeANSI/IPI1 Quality Criteria, DSB-89.and SCSI BuBding Component 6904 Parke East Blvd. Safety Informatbmvailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply PEREZ RESIDENCE T16917447 057241 P4 = MONOPITCH 18 1 Job Reference (optional) Lmamoers I russ, Inc., r-on rlerce, 1-L -2-0-0 .. .. 2.0-0 a 8.220 s Nov 16 2018 MiTek Industries, Inc. Tue Apr 30 08:40:13 2019 Page 1 ID:TrsM7eShmCk5FgpUwtpnnhy87Le-klG9njdoch9MBtfh57_KrG541HyiGCxsSm81 GjzLaXO 6-8-2 13.0.0 6-8-2 6.3-14 Scale = 1:32.6 5 \/. .. 2x3 I 3x5 = 6x8 = 682 1300 J 6-8-2 6-3-14 Plate Offsets (X Y)-- 12:0-0-2 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.41 Vert(LL) 0.16 7-10 >956 240 :. MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.36 Vert(CT) -0.10 7-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) -0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 65lb FT=20% LUMBER- BRACING- . TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0.oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-7-0 oc bracing. REACTIONS. (lb/size) 2=907/0-8-0, 6=692/0-8-0 Max Harz 2=404(LC 12) Max Uplift 2=-697(LC 12), 6=-629(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1102/1293 BOT CHORD 2-7=-1497/936, 6-7=-1497/936 WEBS 4-7=-727/296, 4-6=-1009/1611 . NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 12-10-4 zone; porch left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.' 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a. rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=697, 6=629. Walter P. Finn PE N6.22639 , MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: . April 30,2019 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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, seeANSUVII Quality Criteria, DSB-69 and BCSI BuOdling Component 6904 Parke East Blvd. Safety Informatlonovailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. a Tampa, FL 33610 . . Job Truss Truss Type R City Ply PEREZ RESIDENCE T16917448 Ci57241 PBA Piggyback 1 1 Job Reference (optional). Lmamoers i russ, inc., Ton Tierce, rL o.ccv ivvv v cv o rvu cn aivvaoiea, , ,N, aye I D:TrsM7eShmCk5FgpUwtpnnhy87Le-CygX_3e2N?HDoOEterVZOTeKsgKn?sxOgCitsoAzLaX? 1-10-13 3-9-10 1-10-13 1-10-13 • 3x6 = Scale = 1:7.6 ti 3x4 = 3 TOP CHORD UNDER PIGGYBACKS 3x4 = TO -BE LATERALLY BRACED BY PURLINS. AT 2-0-0 OC. MAX.... TYPICAL. 10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc). 1/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.10 Vert(LL) -0.00 4 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.05 Vert(CT) -0.00 4 n/r 90 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-P Weight: 9 lb FT = 2b LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD: Structural wood sheathing directly applied or 3-9-10 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD _ Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=154/1-8-3, 4=154/1-8-3 Max Harz. 2=-23(LC 10) Max Uplift 2=-96(LC 12), 4=-96(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -Ail 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=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) ione;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. b) . This truss has been designed for.a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s) 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. • Walter P. Finn PE N6.22839 MiTek USA, Inc, FL Cert 6634 6904 Parke, East Blvd. Tampa FL 33610 Date: April 30,2019 Q WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MX7473 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 buckling individual truss and/or chord members only,. Additional temporary and permanent bracing MiTek prevent of web Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the .. 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSV1Pl1 GualNy CAMria, DSB-89 and BCSI Building Campanant Safety Infannatlonovallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type V -A. City Ply PEREZ RESIDENCE T16917449 Q57241 PBB Piggyback 4 2 Job'Reference (optional) Chambers Truss, Inc., Fort Fierce, FL .. b.1ZU S NOV 16 ZU1 b Mi I eK Industries, Inc. I ue Apr UU Ub:4U:14 ZU1 y rage 1 I D:TrsM7eShmCk5FgpUwtpnnhy87Le-Cyq)(.-3e2N?HDoOEterVZOTeLegKC?sxOgQtsoAzLaX? 1-10-13 3.9-10 - .3x6 = Scale =1:7.6 3 M m 6 Io 3x4 = 3x4 =. 3910 — 3-9-10 Plate Offsets (X Y)-- (3:0-3-0 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL. 1.33 TC. 0.05. Vert(LL) -0.00 4 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.03 Vert(CT) -0.00 4 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-9-10 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) .2=154/1-8-3, 4=154/1-8-3 Max Horz 2=-23(LC 10) Max Uplift 2= 96(LC 12), 4=-96(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together as follows: Top chords connected with 1 Od (0.131 "x3") nails as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected with 1 Od (0.131 "x3") nails 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: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip. DOL=1.60 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas.where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. .. . 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Walter P. Finn PE 1,16.22639 MiTek USA, Inc. FL Cott 6634. 6904 Parke East Blvd. Tampa FL 33610, . Date; April 30,2019 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MX7473 rev. f0/032015 BEFORE USE. Design valid for use only with IvllTek® 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 M prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . iTek' 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVMII Quality Criteria, DSB.89:and BCSI Bundling Component Safety Infoanationavallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Qty Ply PEREZ RESIDENCE ' T16917450 1 1: .. Job Reference Job Truss Truss Type Q57241 V4 Valley LAamoers truss, inc., ron coerce, t-L 1-------------------------------- 5.00 12 2 .. 3 3x4 Plate Offsets (X,Y)-- .12:0-3-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC :0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.14 Vert(CT) n/a n/a - 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 10lb FT=20.% 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=140/4-0-0, 3=140/4-0-0 Max Horz 1=-19(LC 10) Max Uplift 1=-59(LC 12), 3=-59(LC 12) 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-sec6nd gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for.a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable:of withstanding 100 lb uplift at joint(s) 1, 3. Walter P. Finn PE No.22839 . MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data:. April 30,2019 0 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. IWO342015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use, the bullding 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 and/or chord members only.. Additional temporary and permanent bracing MiTek'. prevent web Is always required for stability and to prevent collapse with possible personal Injury and.property damage. For general guidance regarding the .. . 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIMII Quo' HByy Crlfcdo, DSB-89:and BCSI Bulding Component Safety Informallo available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION: 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss . and fully embed teeth. For 4 x 2 orientation, locate plates 0-1/0 from outside edge of truss. - This symbol indicates the required direction of slots in connector plates. Plate location details available in MTek 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. DSO-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, 4 Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown In ff-in-sixteenths (Drawings not to scale) 1 2 3 O c O U a- O 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 [CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown: Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTekO All Rights Reserved MiTek ® MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 � General Safety Notes Failure to Follow. Could Cause Property Damage or Personal Injury 1. 'Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI: 2. Truss bracing must be designed by an engineer. For wide 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/TPI 1. 7. Design assumes trusses'will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. . . 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural 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 purlins provided at spacing Indicated on design. . 14. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown. are the responsibility of others. 16. Do not cut or alter truss member or.plate without prior . . approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18, Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with. project engineer before use. - 19. Review all portions of this design (front, back, words and pictures) before use..Reviewing pictures alone - is not sufficient. 20. Design assumes manufacture in accordance with' ANSI/TPI 1 Quality Criteria.