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Home My WebLink AboutTrussWARNING' ALL BEARING POINTS S S A PLACEMENT FOR ENGINEERED 'BUILUER"S BRACING : WARNING' S E T A G G S ETS FO T E -BACK C RGES W OT ACC T D ESS OUR r T O EAST COAST TRUSS N 5285 ST. LUCIE BLVD. FT. PIERCE, FL 34940 (S OFFICE: 4M2480 FAX: 655336 ICU USTOMER:Telese Builders JOB NAME: Peggy Pierson DDRESS:Sabie Lake Dr. ITY/COUNTY:St. Lucie Co. JOB # J41900 MODEL:SFR SO FT 975 fl' DATE 4/28/2021 nc, ammc", cuic em, ro�.rer ua. JACK SPACING INDENTICAL ON THE OPPOSITE WALL NOTE: A By approving this placement plan(s), signatured tO anywhere on Utis sheet, the customer or his I _ w 'w � DN )� acknowledges that this placement plan represes w r ✓� N N N N N N N `- N N N N N N N "1 with complies with the structural Intent of the project 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" - 2' 0" 2' 0" - The customer also acknowledges that this approval authorizes FAST COAST TRUSS to manufacture these 1' 0 5 16 1' 0 5/76" trusses and deliver them to the project indicated on this r ZCJ7 c CJ1 12 drawing. The customer also acknowledges that he/she accepts financial responsibility for any repair, engineering, and J ZCJ3 ZCJ3 6� labor required due to emors other than those of FAST Q 0 IV o C7 COAST TRUSS. Z ZCJ5 iV ZCJ5 Signed: Dale: LL TYPICAL ODE =FBC 2020/TPI 2014 ASCE 7-16 W OVERHANG /PITCHOCCUPANCY ESIGN CRITERIA =MWFRS CATEGORY= 11 ¢a C DETAIL xPosuRE = B Q ALL BEARINGS AT 10r- !7/16" WF SPEED =160 UILDING TYPE =ENCLOSED OrrMEAN HEIGHT: 15 FT GRAVITY LOADS W 2-4- J Z ROOF: OUR FACTOR= 1.25 PSF=TCLL-TCDL-BCLL-BCDL z 0 20.0-10.0-0.0-10.0 M W LOADS PER FBC & FRC 'NON -CONCURRENT BC LL 10psf Indicotes Let End Truss CONCURRENT BC STORAGE LL 20 psf I— On Layout EngineeringSheets LLI DEFINITIONS MWF = MAIN WIND FORCE Q C&C = COMPONENTS AND CLADDING I-- TOB = TOP OF BEARING TC = TOP CHORD W BC = BOTTOM CHORD U) LL LIVE AD ZCJS ZCJ5 AHU ATTIC ROOM HAS BEEN DL = DEADLOADTHE psf =POUNDS PER SQUARE FOOT ZCJ3 zcJ3 DESIGNED TO SUPPORT AN AHU # = POUNDS Q EITHER SUSPENDED FROM THE Z UPLIFT MUST B -P SS FLOOR R SSES TOP CHORD OR MOUNTED TO THE UNLESS SHOWN ON ENGINEERED TRUSS zcJ1 zcJ1 BOTTOM CHORD ANYWHERE DRAWING. O WITHIN THE ROOM AREA. ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN y✓� ON ENGINEERED TRUSS DRAWING. N N N N N N N N N N N N } 6 STRONG BACKBRACING, 0'-0" O.C., /S 25' 0" RECOMMENDED ON FLOOR TRUSSES ^ SPANNING 20'-0" OR MORE LL O SG R 0 O UST BE SET WITH A SPREADER BAR. THE PREADER BAR SHOULD BE AT LEAST 1/2 o J 13 IN LENGTH AS THE SPAN OF THE TRUSS EING SET. REFER TO BCI-B1 FOR COMPLETE / O RECTION AND SAFETY PROCEDURES. 1 a ALL BEAMS BY BUILDERNOTE., TRUSSES DO NOT SUPPORT ANY PLANT HELVES REVISIONS 4- 2- �. 3- O ,/�_ ILE 4. PY (0 TRUSS PLACEMENT PLAN o_ (1/4" if plotted 24x36) . Designed By: BH UST BE INSTALLED PRIOR TO COMPONENTS S TS A DEFINED BY WTCA 1 - 199 5. 1 FOR THEE ERECTION BRACING ING FOLLOW W L DATA, S UCTURA TR NUMBER OF GIRDER AND TRUSS DESIGN DEPARTMENT APPROVES THEM IN ADVANCE DIAPHRAMS HAVE NOT BEEN ANALYZED BY NSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. ALL HANGERS ARE SIMPSON STRONG -TIE OR USP NSTALLING ANY TRUSSES! FAILURE TO EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE OUR DESIGN DEPARTMENT MUST APPROVE NLESS OTHERWISE NOTED. INSTALL HANGERS O SO MAY RESULT IN DAMAGED TRUSSES AND WILL FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN CCORDING TO THE CURRENT SIMPSON STRONG -TIE OID ALL WARRANTIES. FOLLOW INSTRUCTIONS ON THE SCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. R USP CATALOG SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS ENGINEERING TRUSS DRAWINGS. 0 r` 0 G A03 c 8' 0" A02 ATTIC 6' 6" 0 8' 6" A01 N A01 \ I \ � I 1 N I \\ � I A01 �r O1 iY I I 0 iv \ I A01 A01 c4 � ATTIC MOUNTED AHU A02 iV 0 A03 iv 0 A04G iv i� Job Truss Truss Type Qty Ply Peggy Pierson J41900 A01 Atfic 8 1 Job Reference (optional) test Goast I rUSS, hL Merce, rL 3va4U RUII. 0.4LU 3 IVltll Y LVL rl �� IL o.v<v a mai Y <�< i con on n ��mu ioa, n rv. •vc� r.p . .-y.. . ID:tU N27fY6kHRcruZSrKBVowzMBPB-uTrNwDASSntABrryM14wTKBkH4O19vi3F_Cm6KzM693 12-6-0 25-0-0 12-6-0 12-6-0 4x6 = 33 Scale = 1:50.1 Dead Load Defl. = 3/16 in I I ,o 0 6-6-0 3x4 = 8 0 0 + 1269#/621# 1269#/521# Plate Offsets (X Y)-- [2:0-4-8 0-2-3] [10:0-4-8 0-2-3] [17:U-2-2 U-U-B] tZ1:U-2-2 U-u-81 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.28 12-15 >999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.48 12-15 >627 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Attic -0.16 12-15 612 360 LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 *Except* 01: 2x4 SP No.2 REACTIONS. (lb/size) 2=1148/0-8-0 (min. 0-1-8), 1 0=1 148/0-8-0 (min. 0-1-8) Max Horz2=-266(LC 6) Max Uplift2=-521(LC 8), 10=-521(LC 8) Max Grav2=1269(LC 14), 10=1269(LC 15) 1-8-7 PLATES GRIP MT20 244/190 Weight: 145 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. JOINTS 1 Brace at Jt(s): 16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installationguide.__ FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2255/726, 3-29=-1906/561, 4-29=-1824/565, 4-30=-1522/570, 5-30=-1491/572, 5-31=0/310, 31-32=0/312, 6-32=0/339, 6-33=0/338, 33-34=0/314, 7-34=0/310, 7-35=-1492/572, 8-35=-1524/571, 8-36=-18261565, 9-36=-1908/561, 9-10=-2253/726 BOT CHORD 2-37=-506/2202, 15-37=-506/2202, 14-15=-243/1681, 14-38=-243/1681, 38-39=-243/1681, 39-40=-243/1681, 40-41=-243/1681, 41-42=-243/1681, 42-43=-243/1681, 43-44=-243/1681, 13-44=-243/1681, 12-13=-243/1681, 12-45=-506/2001, 10-45=-506/2001 WEBS 8-12=0/656, 9-12=-586/296, 4-15=0/655, 3-15=-586/296, 5-16=-1958/611, 7-16=-1958/611 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=15ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 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) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-15 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 521 lb uplift at joint 2 and 521 lb uplift at joint 10. 9) Load case(s) 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39 hasihave been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) MULTIPLE LOADCASES — This design is the composite result of multiple load cases. 11) User moving load cases exist: Review the load cases for details. 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum ContMgYS 5IAa gylied directly to the bottom chord FILE COPY Job Truss Truss Type Qty Ply Peggy Pierson J41900 A01 Attic 8 1 Job Reference (optional) East coast I NSs, Ft r'IerOB, FL "AV4U ul I. D.-U [vial "4-111iu. uvavama�c�cmvn�uaumo,��o.. ......,.p .... �..._�.�.. ....... _- ID:tUN27fY6kHRcruZSrKBVowzMBPB-MfPl7YB4D4?1p?dbwr6 0Ykv1' kX6MyDUexJemz 692 NOTES- 13) Attic room checked for U360 deflection. 14) 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 Except: 22) 1st User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60(F), 6-11=-60(F), 2-15=-20(F), 12-15=-30(F), 10-12=-20(F) Concentrated Loads (lb) Vert: 29=-25 30=-25 23) 2nd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60(F), 6-11=-60(F), 2-15=-20(F), 12-15=-30(F), 10-12=-20(F) Concentrated Loads (lb) Vert: 4=-25 31=-25 24) 3rd User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60(F), 6-11=-60(F), 2-15=-20(F), 12-15=-30(F), 10-12=-20(F) Concentrated Loads (lb) Vert: 30=-25 32=-25 25) 4th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60(F), 6-11=-60(F), 2-15=-20(F), 12-15=-30(F), 10-12=-20(F) Concentrated Loads (lb) Vert: 6=-25 31=-25 26) 5th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60(F), 6-11=-60(F), 2-15=-20(F), 12-15=-30(F), 10-12=-20(F) Concentrated Loads (lb) Vert: 32=-25 33=-25 27) 6th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60(F), 6-11=-60(F), 2-15=-20(F), 12-15=-30(F), 10-12=-20(F) Concentrated Loads (lb) Vert: 6=-25 34=-25 28) 7th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60(F), 6-11=-60(F), 2-15=-20(F), 12-15=-30(F), 10-12=-20(F) Concentrated Loads (lb) Vert: 33=-25 35=-25 29) 8th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60(F), 6-11=-60(F), 2-15=-20(F), 12-15=-30(F), 10-12=-20(F) Concentrated Loads (lb) Vert: 8=-25 34=-25 30) 9th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60(F), 6-11=-60(F), 2-15=-20(F), 12-15=-30(F), 10-12=-20(F) Concentrated Loads (lb) Vert: 35=-25 36=-25 31) 10th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60(F), 6-11=-60(F), 2-15=-20(F), 12-15=-30(F), 10-12=-20(F) Concentrated Loads (lb) Vert: 37=-25 38=-25 32) 11th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60(F), 6-11=-60(F), 2-15=-20(F), 12-15=-30(F), 10-12=-20(F) Concentrated Loads (lb) Vert: 15=-25 39=-25 33) 12th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60(F), 6-11=-60(F), 2-15=-20(F), 12-15=-30(F), 10-12=-20(F) Concentrated Loads (lb) Vert: 38=-25 40=-25 34) 13th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60(F), 6-11=-60(F), 2-15=-20(F), 12-15=-30(F), 10-12=-20(F) Concentrated Loads (lb) Vert: 39=-25 41=-25 35) 14th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60(F), 6-11=-60(F), 2-15=-20(F), 12-15=-30(F), 10-12=-20(F) Concentrated Loads (lb) Vert: 40=-25 42=-25 36) 15th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60(F), 6-11=-60(F), 2-15=-20(F), 12-15=-30(F), 10-12=-20(F) Continued on page 3 oTruss Truss Type Qty Ply Peggy Pierson J41900 A01 Attic .] 8 1 Job Reference (optional) Last uoast I fuss, 1-i, vierce, FL J4y40 ID:tUN27fY6kHRcruZSrKBVowzM8PB-MfPl7YB4D4?1p?Q8wI890Ykv1Tk u'M-yDUexJemzM692 LOAD CASE(S) Concentrated Loads (lb) Vert: 41=-25 43=-25 37) 16th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60(F), 6-11=-60(F), 2-15=-20(F), 12-15=-30(F), 10-12=-20(F) Concentrated Loads (lb) Vert: 42=-25 44=-25 38) 17th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60(F), 6-11=-60(F), 2-15=-20(F), 12-15=-30(F), 10-12=-20(F) Concentrated Loads (lb) Vert: 12=-25 43=-25 39) 18th User Defined Moving Load - Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60(F), 6-11=-60(F), 2-15=-20(F), 12-15=-30(F), 10-12=-20(F) Concentrated Loads (lb) Vert: 44=-25 45=-25 Job I russ Truss Type Qty Ply Peggy Pierson J41900 A02 I Hip 2 1 Job Reference (optional) East Coast Truss, Ft Pierce, FL 34W Run: 6.420 b Midi y 202, rw a -- s —. " <uc i -..— 5..0 65..�.. �.r� ••ate ID:tUN27fY6kHRcruZSrKBVowzMBPB-grz7LuBi 08uR9?LTS60YIHCztBYdoCMjlhtBCzM691 11-0-0 14-0-0 25.0-0 11-0-0 3-0-0 11-0-0 1x, Scale = 1:51.0 Dead Load Defl. = 1/16 in 4x4 = 48 = 77 3x4 = 1x4 II 3x8 = 5x5 = 1x4 11 3x4 = 1106#/545# 1106#/545# �g-7 i 25-0-0 1-8-7 Plate Offsets (X Y) [5.0-5-4 0-2-0] [10:0-2-8 0-3-01 [13:0-2-2 0-0-8] [17:0-2-2 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/defi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.08 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.14 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.40 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix -AS Weight: 139 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 *Except* be installed during truss erection, in accordance with Stabilizer 02: 2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 2=1106/0-8-0 (min. 0-1-8), 7=1106/0-8-0 (min. 0-1-8) Max Horz 2=239(LC 7) Max Uplift2=-545(LC 8), 7=-545(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1800(707, 3-4=-1312/597, 4-27=-1111/592, 27-28=-1111/592, 5-28=-1111/592, 5-6=-1319/601, 6-7=-1800/708 BOT CHORD 2-12=-469/1592, 11-12=-469/1592, 10-11=-224/1108, 9-10=-469/1555, 7-9=-469/1555 WEBS 3-11=-569/282, 4-11=-90/342, 5-10=-93/348, 6-10=-567/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 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 545 lb uplift at joint 2 and 545 lb uplift at joint 7. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard pTruss Qlby y Peggy Pierson J41900 A03 Hip 2 1 Job Reference (optional) Last coast i fuss, M. fierce, t L 34tl4b Heil. e.vice a w.. cec i _. .. _-..�. -- . -.- _- - --- I D:tU N27fY6kHRcruZSrKBVowzMBPB-grz7Lu Bi_08uR9?LTS60YIHBat68dslM-jl htBCzM691 9-0.0 16-0-0 25-0-0 9-0.0 7-0-0 9-0-0 1 xd 4x6 = 97 48 = Scale = 1:51.0 Dead Load Defl. = 3/16 in 4x4 = 3x8 = JX4 = 3x4 = 4x4 = 1106#/545# 1106;W545# 26-8-7 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.57 BC 0.71 WB 0.17 Matrix -AS DEFL, in Vert(LL) -0.15 Vert(CT) -0.32 Horz(CT) 0.06 (loc) I/deft L/d 9-25 >999 240 9-25 >930 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 128 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.2 `Except' be installed during truss erection, in accordance with Stabilizer 02: 2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 2=1106/0-8-0 (min. 0-1-8), 7=110610-8-0 (min. 0-1-8) Max Horz 2=201(LC 7) Max Uplift2=-545(LC 8), 7=-545(LC 8) FORCES. -(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1774/752, 3-4=-1498/635, 4-26=-1300/626, 26-27=-1300/626, 5-27=-1300/626, 5-6=-1498/635, 6-7=-1774/752 BOT CHORD 2-11=-513/1581, 10-11=-312/1300, 9-10=-312/1300, 7-9=-513/1559 WEBS 3-11=-352/228, 4-11=-11/390, 5-9=-11/391, 6-9=-353/227 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf h=15ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 545 lb uplift at joint 2 and 545 lb uplift at joint 7. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Peggy Pierson J41900 A04G Hip Girder 2 1 Job Reference o tional rase t oasc truss, rc. rierce, M saaab ttu ID:tUN27fY6kHRcruZSrKBVL. owzM8PB-mE5ulaDzV?Ocg r9jbt9sdAMOBhkl5iAFZZA 5zg 9? 7-0-0 18-0-0 25-0-0 7-0-0 11-0-0 7-0-0 Scale = 1:51.0 Dead Load Defl. = 3/16 in 4xR = 3x6 = 3x4 = 3x8 = 4x4 = 3x4 = 3x6 = 2062#/-981# LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr NO BCDL 10.0 Code FBC20201TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 02: 2x4 SP No.3 2078#/-1006# 25-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.95 Vert(LL) 0.25 12 >999 240 MT20 244/190 BC 0.96 Vert(CT)-0.3810-12 >794 180 WB 0.43 Horz(CT) 0.12 8 n/a n/a Matrix -MS Weight: 132 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-11-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2=2038/0-8-0 (min.,0-2-7), 8=2063/0-8-0 (min. 0-2-7) Max Horz 2=164(LC 7) Max Uplift2=-981(LC 8), 8=-1006(LC 8) Max Grav2=2062(LC 29), 8=2078(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD. 2-3=-3916/1692, 34=-3728/1628, 4-28=-4197/1955, 28-29=-4197/1955, 29-30=-4197/1955, 5-30=-4197/1955, 5-31=-4197/1955, 31-32=-4197/1955, 32-33=-4197/1955, 6-33=-4197/1955, 6-7=-3766/1683, 7-8=-3952/1745 BOT CHORD 2-13=-1362/3563, 13-34=-1245/3422, 34-35=-124513422, 12-35=-1245/3422, 11-12=-1295/3366, 11-36=-1295/3366, 10-36=-1295/3366, 8-10=-1408/3472 WEBS 3-13=-297/249, 4-13=-46/675, 4-12=-548/1137, 5-12=-826/694, 6-12=-475/1063, 6-10=-44/675, 7-10=-301/251 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=15ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 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 981 lb uplift at joint 2 and 1006 lb uplift at joint 8. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 181 lb down and 187 lb up at 7-0-0, 181 lb down and 179 lb up at 9-0-12, 181 lb down and 179 lb up at 11-0-12, 181 lb down and 179 lb up at 12-6-0, 181 lb down and 179 lb up at 13-11-4, and 181 lb down and 179 lb up at 15-11-4, and 265 lb down and 347 lb up at 18-0-0 on top chord, and 390 lb down and 109 lb up at 7-0-0, 83 lb down at 9-0-12, 83 lb down at 11-0-12, 83 lb down at 12-6-0, 83 lb down at 13-11-4 , and 83 lb down at 15-11-4, and 390 lb down and 109 lb up at 17-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 Job Truss Truss Type ty Ply Peggy Pierson J41900 A04G Hip Girder 2 1 Job Reference (optional) East Goast I runs, Ft. PlerCe, FL 34946 Run: 6.4ZU S Mar 4 ZU21 Print: 8.4ZU s Mar 4 ZUZ'I MI I eK Inaustnes, Inc. We0 Apr zu I U:Z4:46 ZUZ7 Page Z ID:tU N27fY6kH RcruZSrKBVowzM8PB-mE5ulaDzV?OcgT9jbt9sdAMOBhkl5iAfAcAzF5zM69? NOTES- 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=-60, 4-6=-60, 6-9=-60, 22-25=-20 Concentrated Loads (lb) Vert: 4=-124(B) 6=-1 81 (B) 11 =-60(B) 13=-332(B) 12=-60(B) 5=-1 24(B) 1 0=-332(B) 28=-124(B) 29=-124(B) 32=-124(B) 33=-124(B) 34=-60(B) 35=-60(B) 36=-60(B) Job I fuss Truss Type Qty Ply Peggy Pierson J41900 ZCJ1 Jack -Open 8 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 1-8-7 nun: a.4zu s Mar 4 ZULI rims: a.420 s Midi 4 2021 IVII I — II IUU 1-1 "IU. V VOU nNl cU I acti.w arc I ra o I ID:tUN27fY6kHRcruZSrKBVowzMBPB-EQfGzwEbGJWTIcjw9bg5AOvhW5Hd4F5" ,ZXz 69_ r 011-4 0.11-4 Scale = 1:8.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.00 9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.00 9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 9 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-22/Mechanical, 2=245/0-8-0 (min. 0-1-8), 4=-42/Mechanical Max Horz2=97(LC 8) Max Uplift3=-22(LC 1), 2=-294(LC 8), 4=-42(LC 1) Max Grav3=50(LC 8), 2=245(LC 1), 4=84(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 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 22 lb uplift at joint 3, 294 lb uplift at joint 2 and 42 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Peggy Pierson J41900 ZCJ3 Jack -Open 8 1 Job Reference (optional) Last (oast I runs, FL coerce, 1-L 3494b KUM a.4Lu s mar 4 LUL I rInIL OAZU s IVIa1 4 LVL 1 IVII I tlR 11 IU mI —' a Vo I IDtUN27fY6kHRcruZSrKBVowzM8PB-icDeAGFD1 deKvIkKscolaZiQyewf4JzzM68z 2-11-4 2-11-4 Scale=1:13.7 1-8-7 2-1 1-4 Plate Offsets (X Y)-- [5:0-2-2 0-0-81 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.00 4-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 15 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-11-4 cc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=59/Mechanical, 2=254/0-8-0 (min. 0-1-8), 4=23/Mechanical Max Horz2=150(LC 8) Max Uplift3=-41(LC 8), 2=-208(LC 8) Max Grav3=68(LC 13), 2=254(LC 1), 4=47(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 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 41 lb uplift at joint 3 and 208 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Peggy Pierson J41900 ZCJ5 Jack -Open 8 1 Job Reference (optional) East Coast Truss, Ft. Pierce, K 34946 nun: m4zu 5 mar 4 zuz-i rnnu o.4zu J ividi 4 462. 1 IVII I M II IUUJII 1— II IV. ID:tUN27fY6kHRcruZSrKBVowzM8PB-icDeAGFDldeKvml6ilRt sf6Z6ZiQye74Jzz 68z 4-11-4 4-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.02 4-11 >999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.05 4-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 Scale = 1:18.6 PLATES GRIP MT20 244/190 Weight: 21 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=1 21 /Mechanical, 2=320/0-8-0 (min. 0-1-8), 4=54/Mechanical Max Horz2=203(LC 8) Max Uplift3=-101(LC 8), 2=-207(LC 8) Max Grav3=136(LC 13), 2=320(LC 1), 4=86(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 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 101 lb uplift at joint 3 and 207 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Peggy Pierson J41900 ZER Jack -Open 14 1 Job Reference (optional) East Coast Truss, Ft Pierce, FL 34946 JA4 — Kun: C.4zu s mar 4 zuzl Pnnr. bAZU s mar 4 ZUZI mi I eK inausmes, inc. vvea Apr Lo _i y:L4:4e Luc i rayu i ID:tU N27fY6kH RcruZSrKBVowzM8 PB-Bpm0OcFrowmAXwtIG?iZFp_u_unKl9g5saOerOzM68y 7-0-0 , Scale = 1:23.5 Dead Load Dell. = 1/8 in 1-8-7 7-0-0 — Plate Offsets (X Y)-- [5:0-2-2 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.11 4-11 >728 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.22 4-11 >376 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 28 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=184/Mechanical, 2=397/0-8-0 (min. 0-1-8), 4=80/Mechanical Max Horc2=259(LC 8) Max Uplift3=158(LC 8), 2=219(1_C 8) Max Grav3=205(LC 13), 2=397(LC 1), 4=123(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 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 158 lb uplift at joint 3 and 219 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss]'I,.g. toss ype ty y Peggy Pierson J41900 ZHJ7 nal Hip Girder 4 1 Job Reference (optional) � tast l;oast I Nss, hL merce, rL:t494b 652#/-407# LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 TCDL 10.0 Lumber DOL 1.25 BC 0.55 BCLL 0.0 * Rep Stress Incr NO WB 0.34 BCDL 10.0 Code FBC2020[TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 02: 2x4 SP No.3 Run: 8.420 s Mar 4 2021 Pnnt: 8.420 s Mar 4 2021 MI I eK Industries, Inc. Wea Apr 2d 19:24:W 2021 Page 1 I D:WN27fY6kH RcruZSrKBVowzMBPB-f?KObyGTZEu 194SUgjDooOXB KI C? 1 XYE5D8BNszM68x Scale=1:23.7 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.10 7-14 >999 240 MT20 244/190 Vert(CT) -0.10 7-14 >999 180 Horz(CT) 0.01 5 n/a n/a Weight: 47 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4= 1 42/Mechanical, 2=468/0-10-15 (min. 0-1-8), 5=300/Mechanical Max Horz 2=256(LC 8) Max Uplift4=-121(LC 8), 2=-407(LC 8), 5=-99(LC 8) Max Grav4=142(LC 1), 2=652(LC 28), 5=367(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-937/194, 15-16=-889/202, 3-16=-816/204 BOT CHORD 2-18=-313/799, 18-19=-313/799, 7-19=-313/799, 7-20=-313/799, 6-20=-313/799 WEBS 3-7=0/274, 3-6=-868/340 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 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 121 lb uplift at joint 4, 407 lb uplift at joint 2 and 99 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 121 lb down and 107 lb up at 1-4-15, 121 lb down and 107 lb up at 1-4-15, 111 lb down and 62 lb up at 4-2-15, 111 lb down and 62 lb up at 4-2-15, and 155 lb down and 132 lb up at 7-0-14, and 155 lb down and 132 lb up at 7-0-14 on top chord, and 71 lb down and 71 lb up at 1-4-15, 71 lb down and 71 lb up at 1-4-15, 24 lb down and 0 Ib.up at 4-2-15, 24 lb down and 0 lb up at 4-2-15, and 36 lb down at 7-0-14, and 36 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-60, 5-12=-20 Continued on page 2 Job Truss Truss Type ty Ply Peggy Pierson J41900 ZHJ7 Diagonal Hip Girder 4 1 Job Reference (optional) East Goast Truss, F[. Pierce, 1-L'34946 r<un: 3.4zu s mar 4 zuzl rnnc: OAzu s iwar 4 zu2 i mi i an i-i-w s, n a:. — ^ ao a44- 4u4 i r yc c ID:WN27fY6kHRcruZSrKBVowzM8PB-f?KObyGTZEu194SUgjDooOXBi IC?1XYE5D8BNszM68x LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 15=68(F=34, B=34) 17=-73(F=-37, B=-37) 18=76(F=38, B=38) 19=0(F=O, B=0) 20=-52(F=-26, B=-26)