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HomeMy WebLinkAboutNotice of Addition or Correctionst ADDITIONS or CORRECTIONS DO NOT REMOVE MO ADDREW DATE 2038 ,c�.lb, big k. 3 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any port of the work with flooring, loth, earth or other material, until the proper inspector has had ample time to approve the installation. After additions -or corrections have been made, cell Building Department for an Inspection. Field Inspectors are in the office from to Monday through Friday. PLUMBING ELEC BLDG.� 8.4 PRESS HARD -USE BALL POINT PEN r,i c.H SEND -CHAT TAN,?E-, P.A. 345 Alhambra PL West Palm Beach, FL 33405 561-533.0465 r2,r LI.C/ Y�C-A-L� � IST/a- i to F Ti C ku Y�t`f°� 1l 1DAM/'�Cb. P41 cS I o d �o L r T Q-1 a 'q CiY Fq St, Luf;io County PublAP ic Works APR - 4 2002 B AWARNINO - Verify deafgn parameters and READ NOTES ONTHIS AND REVERSE SIDE BEFORE USE. ra�O Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be � Installed and loaded vertically. Appllaablllty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslblllty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Spectficatlon, and HIS-91 M iTek° Handling Installing and Bracing Recommondation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION *Center plate on joint unless dimensions indicate otherwise, Dimensions cte in inches. Apply � plates to b, Wsides of truss and securely spd( f. r, *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates, * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING ._ Indicates locatiinoje.; continuous latord I Qo� � � _i BEARING Indicates location ofd`joints at which bearings (supports) occur. 0 0 U a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeko AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2, Cut members to bear tightly against each other, 3, Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, TM PANEL CLIP 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses, "h © 1993 Mitek Holdings, Inc. FORM018,019 ® HYDRO -A R O Truss Truss Type My , i Ply I,Rich Prop., LLC, Inc./Bella Vista 16 _ ROOFTRUSS 2 1916-1 BE 1 I( Inc„ Fort Pierce FI.34982-6423 4.D-32 s Feb 18 1999 MTek Industries, Inc. Fri Mar 29 07:00:31 2002 Page 1 Chambers Truss 5-1-2 7-2-0 , 15-0-13 15 -9 19-0-0 25-5-2 31-10-3 5-1-2 .-. - Y_-J 7-10-13 0-1-12 3-9-7 6-5-2 6-5-2 �- j �- 4x4 = ,7 5.00112 J _ 3x4= 5x6= 6 7 8 l �q 3x4 4x6 5 1 s .o V Cvpi�G 4 i IT u' r'0 Cte � • g •iI 2 T 13 12 11 10 to 0 1 I 5x6 = e3x6 = 3x4 = 3 � = r`1 i� 0 17 3x5 = , 16 15 r' 2.50 12 2x311 4x4=m1S5i,,i� J }�C6 4x10 = 5-1-2 7-2-0 15-0-13 19-0-0 25-5-2 31-10-3 5-1-2 2-0-14 7-10-13 3-11-3 6-5-2 6-5-2 Plate Offsets (X Y)' [3:0-1-12 0-2-4] [6:0-2-4 0-2-4] [8:0-3-0 0-2-12] [10:0-1-12 0-1-8] [13:0-3-0 0-3-0] [14:D-5-12 0-1-8] [16:D-1-12,D-1-12] LOADING (psf) SPACING 2-0-0 i CSI DEFL (in) (loci) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.83 Vert(LL) 0.56 13.14 >671 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 1.00 Vert(TL)-0.6013 14 >629 BCLL 0.0 I Rep Stress Incr YES i WB 0.82 Horz(TL) 0.29 17 n/a BCDL 10.0 I Code SBC/SBCCI (Matrix) 1 st LC LL Min Vdefl = 360 Weight: 183 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 2-7-0 on center purlin spacing, except end verticals. 6-8 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 2-10-11 on center bracing. BOT CHORD 2 X 4 SYP No.2ND WEBS 1 Row at midpt 8-17, 3-13, 8-10 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 17=1168/0-3-8, 1=1168/0-3-8 Max Harz 1=572(load case 3) Max Upliftl7=817(load case 3), 1=671(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=2484, 2-3=4064, 3-4=3108, 4-5=3011, 5-6=1961, 6-7=1776, 7-8=1219, 9-17=1168, 8-9=1104 BOT CHORD 1-16=2215, 15-16=150, 14-15=43, 3-14=136, 13-14=4057, 12-13=2750, 11-12=1219, 10-11=1219, 9-10=36 WEBS 2-16=1427, 14-16=2542, 2-14=1654, 3-13=1171, 5-13=941, 5-12=1315, 6-12=506, 7-12=715, 7-10=820, 8-10=1517 NOTES 1) This truss has been designed for the wind loads generated by 110 mph winds at 24 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, 3 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 144 It by 68 ft with exposure C ASCE 7-93 per SBCISBCCI Y end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33. and the plate grip increase is 1.33 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) Bearing atjoint(s) 17 considers parallel to grain value using ANSI/TPI 1-1995 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 817 lb uplift at joint 17 and 671 lb uplift at joint 1. 7) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. C LOAD CASE(S) Standard 'IF/C� , N • 46765 :2 •� • •.••• F�Eo �>�6 ADD A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mnek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss � designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblllty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek° Handling Installing and Bracing Rocommsndation available from Truss Plate Institute, 883 D'Onofrio Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1 ]/. *Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 *For 4 x 2 orientation, locate plates I /s" from outside edge of o truss and vertical web. *This symbol indicates the - required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. ,&General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing, ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. I MiTek° TM CLIP FORM018,019 GANG -NAIL ® HYDRO•A/RO 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. '` � Job Truss Truss Type Qty � Ply Rich Prop., LLC, Inc./Bella Vista 16 , 51916-3 I GEH ROOF TRUSS 4 � 1 I Chambers Truss Inc., Fort Pierce FI.34982-6423 4.0-32 s Feb 18 1999 AriTek Industries. Inc. Sat Afar 16 10:20:11 2002 Page 1 -1-4-0 27-5-8 27-5-8 2x3 11 5.00112 2x3 11 2x3 11 2x3 11 2x3 11 15 2x3 11 1 2x3 11 1 5x6 1 1 /�U! �pA-INU� c 2x3 11 1 I j i ! I 2x311 2x3 11 9 �� 8 �! e�® A'f 2x311 t ®� ; 1/ jjn Glw �L1`� �Jc`O�OV�; 2x3115 6 'I ®'Y7V C,-S iC-r�CL 3 uI 1 2 0 3x4= 28 27 26 25 24 23 22 21 20 19 18 17 16 2x3 11 2x3 11 5x6 = - 2x3 11 2x311 2x3 ! 1 2x3 11 2x3 11 2x311 2411 2411 2x3 11 2411 27-5-8 27-5-8 Plate Offsets X, 8:0-3-0,0-3-0 , 24:0-3-0,0-3-0 LOADING (psf) ! SPACING 2-0-0 TCLL 20.0 I Plates Increase 1.25 CSI TC 0.24 DEFL (in) (loc) Vdefl PLATES GRIP Vert(LL) Na - n/a M20 2491190 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BC 0.05 WB 0.10 Vert(TL) 0.03 1-2 >707 Horz(TL) 0.00 Na BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min Vdefl = 360 Weight 209 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 6-0-0 on center purfln spacing, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. jkWEBS 1 Row at midpt 15-16, 14-17. 13-18, .2-19, 11-20 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 16=59/27-5-8, 2=204/27-5-8, 24=145/27-5-8, 17=152/27-5-8, 18=148/27-5-8, 19=148/27-5-8, 20=148/27-5-8. 21=14727-5-8, 22=151/27-5-8, 23=148/27-5-8, 25=147/27-5-8, 26=154/27-5-8, 27=124/27-5-8, 28=215/27-5-8 Max Harz 16=1(load case 4), 2=867(load case 4), 23=2(load case 4) Max Upliiftl6=-53(load case 4), 24=114(load case 3), 17=-115(load case 4), 18=126(load case 3). 19=118(load case 4), 20=119(load case 4), 21=118(load case 4), 22=-122(load case 3), 23=120(load case 4), 25=121(load case 4), 26=-118(load case 3), 27=119(load case 4), 28=169(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=23, 2-3=35, 3-4=28, 4-5=20, 5-6=23, 6-7=18, 7-8=18, 8-9=21, 9-10=20, 10-11=20, 11-12=20, 12-13=20, 13-14=20, 14-15=16, 15-16=-43 BOT CHORD 2-28=0, 27-28=0, 26-27=0, 25-26=0, 24-25=0, 23-24=0, 22-23=0, 21-22=0, 20-21=0, 19-20=0, 18-19=0, 17-18=0, 16-17=0 WEBS 14-17=111, 13-18=109, 12-19=108, 11-20=108, 10-21=-107, 9-22=111, 8-23=108, 7-24=105. 6-25=108. 5 26=112, 4-27=92, 3-28-154 NOTES 1) For studs exposed to wind, see MiTek "Standard Gable End Detail" 2) All plates are M20 plates unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. C 4) Gable studs spaced at 2-0-0 on center. 5) Provide mechanical connection (by others) of truss to bearing plate. capable of withstanding 53 lb uplift at joint 16, 114 lb uplift at joint tr `� • �. + • • • .9 19,119 lb at joint 20,118 lb uplift at joint 21, 122 lb uplift at %' � �i 1 FlC� 24, 116 lb uplift at joint 17,126 lb uplift at joint 18,118 lb uplift at joint uplift �• at joint 25, 118 lb uplift at joint 26, 119 lb uplift at joint 27 and 169 Ib uplift at joint 28. �� •Vti 0 23, 121 lb a joint 22, 120 lb uplift at joint uplift , 6) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. iv • 48%65 + 1 • LOAD CASE(S) Standard, A • • rFREQ• E�� MAR 18 NM2 AWARMNG - Ver{ jy design parameters and READ ]VOTES ONTMS AND REVERSE SIDE 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 to be Installed and boded vertically. Applkablllty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss fa! designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek° Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols I'Numbering System I AGeneral Safety Notes PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the Mitek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4. perpendicular to slots, Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4010" continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur, LVU FORM018,019 J2 J3 J4 TOP CHORDS ca c3 o WEBS J5 o_ o Uu 3 �'� ; O a O F- a ce c? u Or BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N 19! 0 MiTeke O PANTM EL CLIP "G-"""` ® HYORD IR O Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and" is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with I stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc.