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HomeMy WebLinkAboutSUBMITTED PAPERS_2® Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. MiTek' RE: 70395 - Tedder Residence MiTek Industries, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Oak Hammock Construction Project Name: Tedder Residence Moa'�' Funknlown 5 Lot/Block: unknown Subdivision: unknown Address: unknown City: Port St. Lucie 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: FBC2007/TP12002 Design Program: MiTek 20/20 7.2 Wind Code: ASCE 7-05 Wind Speed: 140 mph Floor Load: N/A psf Roof Load: 37.0 psf This package includes 28 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name I Date I No. I Seal# I Truss Name Date 1 IT4288924 JA1 2/14/012 118 IT4288941 JJ5 2/14/012 12 I T4288925 I A2 12/14/012 119 I T4288942 I J7 12/14/012 13 I T4288926 I A3 12/14/012 120 I T4288943 I JA 12/14/012� 14 I T4288927 I A4 12/14/012 121 I T4288944 I JB 12/14/012 I 15 I T4288928 IA5 _ 12/14/012 122 I T4288945 I JC 12/14/012 16 I T4288929 I A6 12/14/012 123 I T4288946 I JD 1 2/14/012 I 17 I T4288930 I A7 12/14/012 124 I T4288947 I KJ3 2/14/012 18 I T4288931 I A8 12/14/012 125 I T4288948 I KJ7 12/14/012 I 19 I T4288932 I A9 12/14/012 126 I T4288949 I KJA 12/14/012 I 110 I T4288933 A 2/14/012 127 I T4288950 I V4 1 2/14/012 I Ill I T4288934 113 12/14/012 128 I T4288951 I V8 1 2/14/012 I 112 I T4288935 IC 12/14/012 I 1 I 1 113 I T4288936 I GRA 12/14/012 114 I T4288937 I GRB 12/14/012 115 I T4288938 I GRC 1 2/14/012 16 - I T4288939 I J 1 12/14/012 17 I T4288940 I J3 12/14/012 The Truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2013. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. C K } r It's,v .� �e�0 GEMS .•y 8 • 3' S TAT E OF : 441 ♦ ♦ --'ft N A� FL Cert. 6634 February 14,2012 Alban, Thomas 1 of 1 Job Truss Truss We Qty Ply Tedder Residence T4288924 70395 Al HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 14 09:26:47 2012 Pag ID:8d-ge5jmPWLO9grg9Yrf75z 81J-XWRTvFJRhuAQZd6_mgfyjAYBQSBgznRrG704W1zIH 2-0.0 , 7-5-12 11-0-0 16 4-0 21-8-0 25-2-4 32-8-0 34-8-0 , 2-0 0 7-5-12 3-6-4 5.4.0 5-4-0 3 6 4 7-5-12 2-0 0 Scale = 1:65.4 5x6 3x4 = 5x6 4 5 6 6.00 12 2x3 \\ 2x3 3 7 2x3II 2 8 2x3 9 Ig 1 4x6 i 13 12 18 19 11 10 4x6 3x6 = 3x8 = 3x8 = 3x6 = 11-0-0 21-8.0 32-8-0 11-0.0 10.8-0 11-0.0 Plate Offsets X Y: 2:0-3-14 0-1-12 4:0-3-0 0-2-7 6:0-3-0 0-2-7 8:0-3-14 0-1-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) -0.36 10-13 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.61 Vert(fL) -0.69 2-13 >555 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 166 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 7-11-9 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be OTHERS 2 X 4 SYP No.3 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1373/0-8-0 (min. 0-1-10), 8=1373/0-8-0 (min. 0-1-10) Max Horz2=201(LC 5) Max Uplift2=-827(LC 5), 8=-827(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2177/941, 3-4=-1918/88114-5=-1679/820, 5-6=-1679/820, 6-7=-1918/881, 7-8=-2177/941 BOT CHORD 2-13— 816/1850, 12-13=-741/1824, 12-18=-741/1824, 18-19=-741/1824, 11-19= 741/1824, 10-11=-741/1824, 8-10= 701/1850 WEBS 3-13=-268/355, 4-13=-229/636, 5-13= 308/302, 5-10— 308/301, 6-10=-230/636, 7-10= 268/355 NOTES - �IIIIII'II 1) Unbalanced roof live loads have been considered for this design. `% A. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 3 Provide -adequate drainage to water ondin ♦ Q �� \C' E N prevent 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 9 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 >� O' 8.0 ___-*_-, between the bottom chord and any other members, with BCDL = IO.Opsf. b 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 827 lb uplift at joint 2 and 827 lb uplift at joJDt .: 8. (Q: Z �E LOAD CASE(S) Standard: � O � E�.�`• N A1111 �O FL Cert. 6634 February 14,201 Q WARMNG - Verify design peters and READ NOTES ONTAIS AND INCLUDED AUTEKREFERENCE PAGE MI-7473 BEFORE USE. Design valid for use only with Mffek connectors. This design is based only upon parameters shown, and is for an Individual building component. 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 responsibillity of the Additional bracing the is the MiTek' erector. permanent of overall structure responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Job Truss Truss Type Oty Ply Tedder Residence T4288925 70395 A2 HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 14 09:26:48 2012 Pag ID:Bd—ge5jmPWL09grg9Yrt75z_eIJ-?i?r6bK4SCIHAnhAJNBBGN5MjVUliD2 Vnle2UzIH -2.0.0 , 8.4-11 13-0-0 19.8.0 24-3-6 32.8-0 34-8-0 , 2.0-0 B-4-11 4-7-6 6.8-0 —4-7-5 8-4-11 2-0-0 Scale = 1:65.4 5x8 6.00 F12 5x8 5 6 3x4 G 3x4 3x6 i 4 7 3x6 3 8 2x3 II 2 9 2x3 II 10 Io 0 1 5 = 16 15 14 13 12 11 4x5 2x3 11 3x6 = 3x4 = 2x3 11 3x4 3x6 = 8-4.11 13-0-0 19-8-0 24-3.6 32-8-0 8-4-11 4-0- 6-8.0 4-7-5 8.4-11 Plate Offsets X 5:0-4-0 0-1-15 6:0-4-0 0-1-15 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plates Increase 1.25 TO 0.49 Vert(LL) -0.28 14 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.62 Vert(rL) -0.40 13-14 >967 240 BOLL 0.0 ' Rep Stress Incr YES WB 0.35 Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 163 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 7-9-8 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be OTHERS 2 X 4 SYP No.3 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=1441/0-8-0 (min. 0-1-11), 9=1441/0-8-0 (min.0-1-11) Max Horz2=224(LC 5) Max Uplift2=-852(LC 5), 9= 852(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2306/945, 3.4=-2166/963, 4-5— 1897/808, 5-6=-1655/768, 6-7— 1897/807, 7-8=-2166/963, 8-9=-2306/946 BOT CHORD 2-16=-821/1951, 15-16=-821/1951, 14-15=-821/1951, 13-14=-480/1655, 12-13=-605/1951, 11-12= 605/1951, 9-11= 605/1951 WEBS 4-16— 21/282, 4-14=-502/462, 5-14=-208/52516-13=-208/525, 7-13=-502/463, 7-11=-21/282 NOTES ,11►111111/'1 1) Unbalanced roof live loads have been considered for this design. 0� 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber �. DOL=1.33 plate grip DOL=1.33 drainage �� 0 `SF�•,9i/i ei 3) Provide adequate 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. n �--` `I 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 � ra O 3 33 8 0(0 --- . between the bottom chord and any other members, with BCDL = 10.Opsf. 'r 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 852 lb uplift at joint 2 and 852 lb uplift at jolt 9. ATE LOAD CASE(S) Standard 0 O . s/0 N A- E;;�` 111111111/ FL Cert. 6634 February 14,201 A WARIIQNG -Verify design parmneters and RF D NOTES ONTAIS AND INCLUDED M/7EKREPERENCE PAGE JUI-7473 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. Applicability of design parameters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown 19i, is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the M eTek' 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Job Truss Truss Type City Ply Tedder Residence T4288926 70395 A3 HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce R. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 14 09:26:50 2012 Page ID:Bd-ge5imP WL09grg9Yrf75zL.81J-y56cXHMK_pZ?05rZRoDf LoAi EI DAA9ZHy5Ek6MzIH -2-0-0 , 7-9-2 15-0-0 17-8.0 24-10-14 32-8-0 34-8-0 , 2-0-0 7-9-2 7-2-14 2-8-0 7-2-14 7-9-2 2-0-0 Scale = 1:65.4 5x64 5x6 6.00 12 5 5x8 5x8 3 6 cp 2x3 II 2 7 2x3 II 8 Ip 0 1 0 6 = 14 13 12 11 10 9 3x6 2x3 11 3x6 = 3x4 = 3x4 = 3x6 = 2x3 11 7-9-2 15-0-0 17-8.0 24-1032-8-0 7-9-2 7-2-14 2-8.0 7-2-14-14 7-9-2 Plate Offsets MY): 3:0-4-0 0-3-0 4:0-3-0 0-2-7 5:0-3-0 0-2-7 6:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) 0.20 12-14 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.43 Vert(fL) -0.35 12-14 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(TL) 0.10 7 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 171 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 7-4-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-12, 6-11 OTHERS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer [Installation guide. REACTIONS (lb/size) 2=1361/0-8-0 (min. 0-1-10), 7=1361/0-8-0 (min. 0-1-10) Max Horz2=247(LC 5) Max Upli t2=-874(LC 5), 7=-874(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 2198/1038, 3-4=-1594/803, 4-5= 1349/781, 5-6=-1594/803, 6-7=-2198/1039 BOT CHORD 2-14=-931/1868, 13-14=-931/1868, 12-13=-931/1868, 11-12=-454/1349, 10-11= 685/1868, 9-10= 685/1868, 7-9= 685/1868 WEBS 3-14=0/328, 3-12=-652/543, 4-12= 185/420, 5-11 =-1 85/420, 6-11= 652/544, 6-9=0/328 NOTES 1) Unbalanced roof live loads have been considered for this design. 111111/���s 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber ,`1>,�J11 A. DOL=1.33 plate grip DOL=1.33 e�0 p,S . e9 ,... 3) Provide adequate drainage to prevent water ponding. ,�� Q C E N S' •. 4) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. � '•, psf ���`Z` ••• 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 = 10.Opsf. 39380 " 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 874 lb uplift at joint 2 and 874 lb uplift at jolzt k 7. MCC Z LOAD CASE(S) Standard ' AYE l � lo . S/0 N A, % J%%% FL Cert. 6634 February 14,201 ® WARMNG - Verify design parameters and READ N077S ON THIS AND INCLUDED NITEKPIR ERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with Mirek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability design incorporation is building designer truss designer. Bracing � of parameters and proper of component responsibility of -not shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsiblllity of the MiTek` 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 ANSI/iP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply Tedder Residence T4288927 70395 A4 COMMON 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 14 09:26:51 2012 Pag ID:8d-ge5jmPWL09grg9Yrf75z_BIJ-QHg_kdNyl7hs1 FQI7Wkuu0jsJiTbvU7RBl_Ifozl -2-40 , 8-2.0 16.4-0 24.6.0 32-8-0 34-8-0 , 2-OA ' 8-2-0 8.2-0 8-2.0 8-2-0 2-0.0 Scale: 3/16'=1' 5x8 = 6.00 F12 5 2x3 \\ 3x6 2x3 7j 3x6 4 3 6 7 2x3 II 2 8 2x3 II 1 9 I 4x5 i 13 12 18 19 11 10 4x5 3x6 = 3x4 = 3x4 = 3x6 = 10-10-11 21-9-5 32-8-0 10-10-11 10.10-11 10-10.11 Plate Offsets X Y : 2:0-3-14 0-1-12 8:0-3-14 0-1-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.62 10-13 >616 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.80 Vert(fL) -0.90 10-13 >425 240 BCLL 0.0 Rep Stress Incr YES W B 0.72 Horz(TL) 0.09 8 n/a n/a BCDL 10.0 Code FBC2007frP12002 (Matrix) Weight: 158 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 7-5-7 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be OTHERS 2 X 4 SYP No.3 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1428/0-8-0 (min. 0-1-11), 8=1428/0-8-0 (min. 0-1-11) Max Horz2=262(LC 5) Max Uplift2=-886(LC 5), 8=-886(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2319/1066, 3-4=-2078/1002, 4-5— 2064/1033, 5-6= 2064/1033, 6-7= 2078/1002, 7-8=-2319/1066 BOT CHORD 2-13=-967/1973, 12-13=-455/1332, 12-18=-455/1332, 18-19=-455/1332, 11-19= 455/1332, 10-11=-455/1332, 8-10= 720/1973 WEBS 5-10=-412/820, 7-10= 386/500, 5-13=-412/820, 3-13— 386/500 NOTES 1) Unbalanced roof live loads have been considered for this design. 11111 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. Il; Exp C; enclosed; MWFRS (low-rise); Lumber A. DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� �`V•' G E N 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 fi`� • �,� S�`�•9if��� between the bottom chord and any other members, with BCDL = 10.0psf. �`r: 3+ _ 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 886 lb uplift at joint 2 and 886 lb uplift at jo'tm * O 39380 ---' LOAD CASE(S) Standard ✓ r MCC o AT E /111111'1� FL Cert. 6634 February 14,201 © WARMNG - Verify design parameters and READ NOTES ON TTIIS AND INCLUDED M17EKREFERBNCE PAGE MI-7473 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. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not taus designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' 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 ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Taus Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply Tedder Residence T4288928 70395 A5 COMMON 5 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 14 09:26:51 2012 Page ID:8d-9e5j m P W L09grg9Yrf75z_81J-QHg_kdNyl7hs l FQI7 W kuu0jrW iS7vTf RBI_If ozl -2-0-0 8-2-0 16.4-0 24-6-0 32-8-0 2-0-0 8-2-0 8-2.0 8-2-0 8-2-0 Scale = 1:61.0 4x8 = 6.00 12 5 2x3 \\ 3x6 i 2x3 7j 3x6 4 3 cc 6 7 c2 2x3 II 2 8 I 0 1 4x5 i 12 11 15 16 10 9 4x5 0 3x6 = 3x4 = 3x4 = 3x6 = 10-10-11 21-9-5 32-8-0 10-10-11 10.10-11 10.10-11 Plate Offsets X Y : 2:0-3-14 0-1-12 8:0-3-10 0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) -0.61 9-12 >628 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.83 Vert(rL) -0.89 9-12 >434 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(TL) 0.09 8 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 152 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-3-10 cc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 7-3-15 cc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be OTHERS 2 X 4 SYP No.3 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1433/0-8-0 (min. 0-1-11), 8=1293/0-8-0 (min. 0-1-8) Max Horz2=289(LC 5) Max Uplift2=-888(LC 5), 8=-658(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 2329/1070, 3-4=-2088/1006, 4-5=-2073/1037, 5-6=-2088/1091, 6-7=-2107/1060, 7-8=-2350/1128 BOT CHORD 2-12= 997/1982, 11-12=-486/1341, 11-15= 486/1341, 15-16— 486/1341, 10-16=-486/1341, 9-10=-486/1341, 8-9— 869/2006 WEBS 5-9= 466/847, 7-9=-400/530, 5-12=-411/819, 3-12=-386/501 NOTES 1) Unbalanced roof live loads have been considered for this design. ����♦ 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber A DOL=1.33 plate grip DOL=1.33 ° O __ nn P q <� ♦�I 3) This truss has been designed for a 10.0 psf.bottom chord live load nonconcurrent with any other live loads. ' ,vim 0\u. •' • C' E N SAC` • 9�♦�� 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, with BCDL = 10.Opsf. - - . ✓ -z�l 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 888 lb uplift at joint 2 and 658 lb uplift at jo'Im - 0f'r-3 93 8 0 •- f= 8. � LOAD CASE(S) Standard - * CC r � rTATE� .�♦�s . < p OD R FL Cert. 6634 February 14,201 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED Iyl=REFERENCE PAGE MI-7473 BEFORE USE. Desicg valid for use only with MTek connectors. This design is based only upon parameters shown, and Is for an individual building component. Applicabillty 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 responsibility of the Additional bracing the is the MiTek' erector. permanent of overall structure responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, dellvery, erection and bracing, consult ANSI/TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06101/2012 by ALSO or proposed by SPIR Tampa, FL 33610 Job Truss Truss Type Oty Ply Tedder Residence T4288929 70395 A6 SPECIAL 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tug Feb 14 09:26:53 2012 Pag ID:Bd—ge5jm P WL09grg9Yrf75zL.81J-Mgok9JOCHkxZHYZ86vmr MzRoBrWAvNOOjf3TPjhzlH 2-0-0 2-6-0 ,3.8.0 10-2.12 14-11-0 16 4-0124-2-0 32-8-0 34-8-0 2-0 0' 2.6-0 '1-2-0' 6 6.12 4-8-4 1-5-0 7-10-0 B-6-0 2.0-0 Scale = 1:65.4 5x8 = 6.00 F12 3x4 II 8 7 3x4 i 3x6 6 5x8 5 9 3x5 i 4x5 4 3 2x3 11 2 16 16 17 10 2x3 11 T IOi, 11 1 5x14= 11 3x6 i 19 20 5x8 = 4x4 = 15 14 i3 12 3x6 5x6 'il0 29 F12 3x4 11 3x6 = 3x10 = 2x3 11 2-6-0 3-8-0 10-2-12 14.11-0 16 4.0 24-2-0 32-8.0 2-6-0 1-2-0 6-6-12 4-8-4 1-5.0 7.10.0 8-6-0 Plate Offsets MY): : 2:0-2-10 0-1-8 9:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) 0.27 17-18 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.50 17-18 >772 240 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.25 • 10 n/a n/a BCDL 10.0 Code FBC2007ITP12002 (Matrix) Weight: 200 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins. BOT CHORD 2 X 4 SYP M 30 'Except' BOT CHORD Rigid ceiling directly applied or 4-11-1 oc bracing. 7-15: 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-17, 8-14, 9-14 WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be OTHERS 2 X 4 SYP No.3 installed during truss erection, in accordance with Stabilizer [installation guide. REACTIONS (lb/size) 2=1335/0-8-0 (min. 0-1-9), 1 0=1 316/0-8-0 (min. 0-1-9) Max Horz2=262(LC 5) Max Uplift2=-879(LC 5), 10=-885(LC 6) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2054/881, 3-4=-4374/2255, 4-5— 2286/1180, 5-6=-2162/1193, 6-7=-1652/920, 7-8=-1463/923, 8-9=-1419/807, 9-10=-2070/1037 BOT CHORD 2-19=-822/1702, 17-18=-2093/3778, 16-17=-1003/2001, 13-14=-708/1749, 12-13= 708/1749, 10-12=-708/1749, 18-19— 1045/2221 WEBS 3-19=-13871732, 4-17=-1796/1102, 6-17=-148/485, 6-16= 781/583, 14-16=-414/1330, 8-16=-680/1200, 8-14=-369/171, 9-14=-661/558, 9-12=0/34814-18=-314/978, 3-18=-1354/2285 i i e►►1o,i NOTES ,`eeeeu A • `4<e,��i� 1) Unbalanced roof live loads have been considered for this design. . '6..... 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber �e�`Z`; '�� E SF••9�� DOL=1.33 plate grip DOL=1.33 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other five loads. O 39380 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 willIp between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 879 lb uplift at joint 2 and 885 lb uplift at jolDt'0 10. LOAD CASE(S) Standard ATE '00�.�` Q P •,\��` N A, FL Cert. 6634 February 14,201 A WARNING - Verify design parmneters and READ N07ES ONTRIs ANID INCLUDED rdrTEKREFERENCE PAGE PHI-7473 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. of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown MR, is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblllity of the Additional bracing the the MiTek' erector. permanent of overall structure is responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instffute, 781 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 If Southem Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply Tedder Residence T4288930 70395 A7 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 14 09:26:54 2012 Pag ID:8d-ge5jmPW LO9grg9Yrf75z_81J-gsM6Nf Pg223Qui8Kgel WeLN7V W 76gbttiCyF77JH 2-0 0 , 2-6 0 3-8-0, 10-2-12 14-11-0 16.4-0,17-8-q 24-2-0 , 32-8-0 34-8-0 2-0 0' 2.6-0 '1-2-0 6 6-12 4-8-4 1-5.0 '1-4-0 6.6-0 8-6-0 02 0 Scale= 1:66.6 5x6 = 6.00 12 US= 7 8 3x43x6 91003x54x5 43x66 i 4 3 2x3 1 2 2x3 11 c?i 1Sx14 = 12 Io1 6 i 20 21 5x8 = 4x4 = 16 15 14 13 3x6 5x6 '�'10.29 12 3x4 11 3x8 = 3x6 2x3 11 2-6 0 ,3-8-0, 10-2-12 14-11-0 16-4-0 17-8.0 24-2.0 32-8-0 2-6.6 '1-2-0' 6 6-12 4-8-4 1-5-0 1-4.0 6 6-0 8-6-0 Plate Offsets X 2:0-2-10 0-1-8 7:0-3-0 0-2-0 8:0-6-0 0-2-8 11:0-2-10 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC OA9 Vert(LL) 0.26 18-19 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(rL) -0.49 18-19 >786 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(TL) 0.23 11 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 197 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins. BOT CHORD 2 X 4 SYP M 30 'Except` BOT CHORD Rigid ceiling directly applied or 5-0-3 oc bracing. 7-16: 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-18 WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be OTHERS 2 X 4 SYP No.3 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=1335/0-8-0 (min. 0-1-9), 11 =1 316/0-8-0 (min. 0-1-9) Max Horz2=-247(LC 6) Max Uplifl2=-867(LC 5), 11= 873(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown, TOP CHORD 2-3= 2053/857, 3-4=-4380/2190, 4-5=-2282/1141, 5-6— 2199/1154, 6-7=-1658/890, 8-9=-14791794, 9-10— 1860/1008, 10-11= 2062/1001, 7-8=-1415/845 BOT CHORD 2-20=-786/1702, 18-19=-2025/3785, 17-18=-952/1997, 7-17=-322/575, 14-15= 668/1739, 13-14= 668/1739, 11-13=-668/1739, 19-20=-999/2221 WEBS 3-20=-1388/705, 4-18=-1807/1084, 6-18=-140/482, 6-17=-764/568, 15-17=-395/1259, 8-17= 258/521, 9-15=-599/504, 9-13=0/33314-19=-295/979, 3-19= 1317/2293 NOTES 1) Unbalanced roof live loads have been considered for this design. • A q�°1i�� 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; `��,,�PS MWFRS (low-rise); Lumber ,% O E N e 's DOL=1.33 plate grip DOL=1.33 �� �`,•'�\C " " —':� 3) Provide adequate drainage to prevent water ponding. --� • 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 6 3 93 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 willm between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 867 lb uplift at joint 2 and 873 lb uplift at jott � • _ ��^r.� 11. i•.•'_ STATE 0 LOAD CASE(S) Standard - 11NA� Jil"oo. 111 FL Cert. 6634 February 14,201 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED W=REPERENCE PAGE b7rI-7473 BEFORE USE. Design valid for use only with Mffek connectors. This design is based only upon parameters shown, and Is for an Individual building component. 19 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 responsibillity of the erector. Additional bracing the is the building MiTek' permanent of overall structure responsibility of the designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply Tedder Residence T4288931 70395 AB SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 14 09:26:55 2012 Pag ID:8d,ge5j m P W L09grg9Yrf75z_81J-12wVa?QTpLBH Wsj W ELpg2stYvJu9rJ M06NyVoaz[H 2-0.0 2-6.0 3-8-0, 7-8-10 13-0-0 11-11-0 1119-8-0 24-2-0 32-8-0 34-8-0 _5_ 2-0-0 ' 2.6-0 '1-2-0 4-0.10 5-3.6 1-11-0 1-5-OT3-4-0 4.6-0 B-6-0 2-0-0 Scale = 1:66.6 6x8 3x4 II 6.00 12 6x8 7 8 9 713x4 3x6 4x5 i 10 6 3x6 2x3 II 5 11 0 4x4 4 3 2x3II 2 18 12 2x3II 20 19 c Iolo _ 13 1 6 21 22 5X12 = 67c12 — 17 16 15 14 3x6 5x6 //10 29 12 3x4 = 3x4 11 3x8 = 3x6 = 2x3 11 2-6 0 ,3-8-0, 13-0-0 14-11-0 16.4-0, 19.8.0 24-2-0 32-8-0 2-6-0 '1-2-0' 9.4-0 1-11-0 1-5-0 3 4-0 4-6-0 8-6-0 Plate Offsets X 2:0-2-10 0-1-8 7:0-4-0 0-1-15 9:0-4-0 0-1-15 12:0-2-10 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) 0.22 19-20 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.57 Vert(rL) -0.62 19-20 >623 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.64 Horz(TL) 0.20 12 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 202 lb FT = 0% LUMBER BRACING TOP CHORD 2 X4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-4-1 oc purlins. BOT CHORD 2 X 4 SYP M 30 *Except* BOT CHORD Rigid ceiling directly applied or 6-9-12 oc bracing. 8-17: 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be WEBS 2 X4 SYP No.3 installed during truss erection, in accordance with Stabilizer OTHERS 2 X4 SYP No.3 Installation guide. REACTIONS (lb/size) 2=1335/0-8-0 (min. 0-1-9), 12=1316/0-8-0 (min. 0-1-9) Max Horz2=224(LC 5) Max Uplift2=-846(LC 5), 12= 852(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2052/833, 3-4=-4139/1853, 4-5— 4091/1913, 5-6=-4019/1923, 6-7=-1915/916, 9-10=-1598/835, 10-11=-1904/951, 11-12=-2044/933, 7-8=-1661/875, 8-9_ 1664/878 BOT CHORD 2-21=-755/1715, 19-20=-1127/2320, 18-19=-612/1665, 15-16=-612/1719, 14-15= 612/1719, 12-14=-612/1719, 20-21=-925/2199 WEBS 3-21=-1359/631, 16-18=-428/1220, 9-18=-285/509, 10-16=-486/416, 10-14=0/302, 3-20=-946/1989, 7-19=-231/673, 6-19=-752/583, 6-20— 691/1673 NOTES II1 1I, 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph ``�1i11111111 �®�p p,S A. q >, •"' (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber ��� O�`t� . • DOL=1.33 plate grip DOL=1.33 X• \ G E N S • •.'9 �i '� 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. _A-6 39380 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 williii between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 846 lb uplift at joint 2 and 852 lb uplift at joist — 12. fCC LOAD CASE(S) Standard T E �U 0�. Al O Q;•�\�` O R osFs ° ;#*-#se0 N A- FL Cert. 6634 February 14,201 ® WARNING - Verify design parmnetem and READ NOTES ON THIS AND INCLUDED MITEFCREPERE1vCE PAGE AH1-7473 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. 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 responslbillity of the Additional bracing the Is the building MiTek' erector. permanent of overall structure responsibility of the designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06101 /2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply Tedder Residence T4288932 70395 A9 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 14 09:26:56 2012 Pag ID:8d-ge5jmPWL09grg9Yrf75z_81J-mEUtoKQ5afJB801jn3K3b3QiBjBAakmAL1 h3KOzIH 2-0-0 2-6 0 3-8-0 11-0 0 14.11-0 16 4-0, 21-8-0 25-2.6 32-8-0 34-8-0 2-0 0' 2-6-0 '1-2-0' 7.4.0 3 11-0 1-s-0 5-4-0 3-6-6 7-5-10 2-0-0 Scale = 1:66.6 6x8 3x4 II 9t8 5 6 7 6.00 12 2x3 // 8 3x5 i 17 4x5 i 4 F ur 3 2x3 II 2 14 yI 16 15 9 2x3 II TI4 Io 1 7x14 = 10 3x6 i 17 18 5x8 = 4x4 = 13 12 11 4x6 5x6 //10.29 12 3x4 I 34. 3x10 = 2-6 0 3-8.0, 11.0 0 14-11-0 16.4-0 21-8-0 25-2-6 32-8.0 2-10 1-2-0 7-4.0 3 11-0 1-5-0 5-4-0 3.6.6 7.5-10 Plate Offsets MY): 2:0-2-10 0-1-8 5:0-4-0 0-1-15 7:0-4-0 0-1-15 9:0-3-14 0-1-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) -0.29 9-12 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.79 9-12 >484 240 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.25 9 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 188 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-4-1 oc purlins. BOT CHORD 2 X 4 SYP M 30'Except' BOT CHORD Rigid ceiling directly applied or 5-3-3 oc bracing. 6-13: 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-15 WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be OTHERS 2 X 4 SYP No.3 installed during truss erection, in accordance with Stabilizer [Installation guide. REACTIONS (lb/size) 2=1335/0-8-0 (min. 0-1-9), 9=1316/0-8-0 (min. 0-1-9) Max Harz 2=201(LC 5) Max Upl1ft2=-821(LC 5), 9= 826(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2048/874, 3-4— 4422/1985, 4-5=-2202/1028, 7-8=-1776/884, 8-9= 2033/939, 5-6= 2036/1051, 6-7=-2050/1070 BOT CHORD 2-17=-776/1695, 15-16=-1830/3838, 14-15=-828/1914, 6-14=-296/309, 11-12= 698/1725, 9-11=-698/1725,16-17=-965/2217 WEBS 3-17= 1389/597, 12-14=-514/1409, 7-14=-438/667, 8-12=-262/341, 4-16=-301/1015, 3-16=-1233/2354, 7-12=-128/314, 5-15=-135/509, 5-14=-300/344, 4-15=-1954/1125 NOTES 1) Unbalanced roof live loads have been considered for this design. ,♦� PS A. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber ,%♦♦ Q\V,. • G E • DOL=1.33 DOL=1.33 plate grip : �`2`; \,� 3) Provide adequate drainage to prevent water ponding. iI 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, o Ord 39380 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 j between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing capable of withstanding 821 lb uplift at joint 2 and 826 lb uplift at jolt •ram plate __ 9'o.T E LOAD CASE(S) Standard e 0 • T Q, •: �4c/: ��it�••�pR�O, \♦e C? ,%%%% III FL Cert. 6634 February 14,201 AQL WARNING - Verifg design parameters and READ N07ES ON MIS AIM INCLUDED 1107EKREFERENCE PAGE b711-7473 BEFORE USE. Desiggn valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component. Applicabiliiy 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 responsibillity of the Additional bracing the Is the budding designer. For MiTek` erector. permanent of overall structure responsibility of the general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Job Truss Truss Type City Ply Tedder Residence T4288933 70395 A HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce A. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 14 09:26:46 2012 Pag ID:Bdye5j mP W L09grg9Yrf75z_81J-3Jt5hwJpwa2ZxTXoCyBj By77ghg2ELyh2TGXzbzIH 2-0-0 9-0-0 16-4-0 23 8-0 32-8-0 34-8-0 , 22 Q0 9-0-0 7-4-0 7-4-0 9.0.0 2-0 0 Scale = 1:65.4 7x10 MT181­1G 3x8 = 7x10 MT181­1-� 3 4 5 6.00 12 2 2x3 II 2 6 2x311 0 1 RRIco 7 0 3x6 1-12 11 10 9 8 3x6 3x4 = 3x6 = 2x3 II 3x6 = 3x4 = 9-0.0 16 4.0 23-8.0 32-8-0 9.0.0 7-4-0 7-4-0 9.0-0 Plate Offsets X 2:0-2-10 0-1-8 3:0-5-12 0-1-12 5:0-5-12 0-1-12 6:0-2-10 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.16 2-12 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.57 Vert(rL) -0.41 2-12 >948 240 MT18H 244/190 BCLL 0.0 ' Rep Stress Incr YES W B 0.20 Horz(TL) 0.10 6 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 156 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-6-5 oc purlins. BOT CHORD 2 X4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 7-1-1 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at micipt 4-12, 4-8 OTHERS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1314/0-8-0 (min. 0-1-9), 6=1314/0-8-0 (min. 0-1-9) Max Horz2=177(LC 5) Max Uplift2=-798(LC 5), 6= 798(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2040/1034, 3-4=-1731/1011, 4-5=-1731/1011, 5-6— 2040/1034 BOT CHORD 2-12=-859/1717, 11-12= 1063/2093, 10-11=-1063/2093, 9-10= 1063/2093, 8-9= 1063/2093, 6-8= 769/1717 WEBS 3-12= 173/518, 4-12=-571/437, 4-8=-571/437, 5-8=-173/518 NOTES 1) Unbalanced roof live loads have been considered for this design. t, tI111� 1 1 111 ,,I�� 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber A. S A DOL=1.33 plate grip DOL=1.33 e �� �� e9 3) Provide adequate drainage to prevent water ponding. 4) All are MT20 unless otherwise indicated, o♦� p G E Ns •, `��,• plates plates 000A,•' �,� Y .4 2 !® 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.............. "This �� �l 0 3 93 8 6) 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 f: 0 ,: between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 798 lb uplift at joint 2 and 798 lb uplift at joit 6. LOAD CASE(S) Standard - "• ATE ,�5�� O R 1 Q .,,f.*5;0 N A; a��e�• FL Cert. 6634 February 14,201 ® WARNING- Verify design pararnefers and READ NOTES ON 7WS AND INCLUDED MIT EKREFERENCE P&GE DIff 7473 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, 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 responsiblllity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding MiTek fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet Suite 31Z Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply Tedder Residence T4288934 70395 B SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 14 09:26:57 2012 Pag ID:8d—ge5jmPWL09grg9Yrf 75z_B IJ-ER2 F7g RjKzR7lAtvLmrl7HyuA7XgJ7fJZhRcsSzIH -2-0-0 , 2-6-0 3-8-0 9•4_ 14-11-0 23 8-0 11-2-01 25-8-0 32-8-0 34-8-0 2-0 0' 2-6-0 5.4-0 5-11-0 8-9.0 2-0-0 7 0 0 2-0-0 Scale = 1:66.6 6x8 3x4 I I 7x10 MT18H � 5 6 6.00 t2 7 2x3 8 3x5 4x4 i 4 0 3 a 2x311 2 16 15 14 9 2x3II q 0 1 6x10 = jail 10 b 3x6 i 17 18 Sx8 = 4x4 = 13 1211 3x6 5x6 //10 2y Ft2 3x5 11 3x6 = 08 = 2-6 0 ,3-8-0, 9-0-2 14-11-0 16.4-0, 23.8-0 32-8.0 2-6 0 '1-2.0 5-4-0 5-11-0 1.5-0 7-4-0 9-0-0 Plate Offsets X Y: 2:0-2-10 0-1-8 5:0-4-0 0-1-15 7:0-5-12 0-1-12 9:0-2-10 0-1-8 14:0-2-8 0-2-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.28 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.76 Vert(rL) -0.49 14-15 >777 240 MT18H 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(TL) 0.23 9 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 185 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-4-14 oc purlins. BOT CHORD 2 X 4 SYP M 30 `Except' BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing. 6-13: 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be WEBS 2 X4 SYP No.3 installed during truss erection, in accordance with Stabilizer OTHERS 2 X 4 SYP No.3 Installation guide. REACTIONS (lb/size) 2=1335/0-8-0 (min. 0-1-9), 9=1316/0-8-0 (min. 0-1-9) Max Horz2=177(LC 5) Max Uplift2=-792(LC 5), 9=-798(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2065/983, 34=-4293/2128, 4-5=-2433/1278, 7-8=-1892/1052, 8-9— 2072/1051, 5-6=-2656/1492, 6-7= 2659/1516 BOT CHORD 2-17=-850/1714, 15-16=-1839/3688, 14-15=-1060/2164, 6-14=-414/427, 12-13=-71/281, 11-12=-71/281, 9-11=-801/1756, 16-17=-1078/2221 WEBS 3-17=-1373/690, 11-14=-697/1454, 7-14=-712/1083, 4-16=-396/967, 3-16=-1077/2179, 7-11— 95/288, 5-15= 132/500. 5-14=-513/687, 4-15=-1566/809 NOTES 1) Unbalanced roof live loads have been considered for this design. PS A 2) Wind: ASCE 7-05; 140mph • ��� (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; DOL=1.33 DOL=1.33•'•\G MWFRS (low-rise); Lumber %%� Q. • E N S' �••,'9��i plate grip 3) Provide drainage to adequate prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 39380 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. * ;• 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide willzt between the bottom chord and any other members.c�''' : 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 792 lb uplift at joint 2 and 798 lb uplift at jotat�; 9• ATE •�` LOAD CASE(S) Standard %b iO'�,ri•;C� O Q P;••`��: R 1 ,��♦♦'�ss��NA1- % /11111\ FL Cert. 6634 February 14,201 A WARNING - Verify design parmnetem and READ NOTES ON THIS AND INCLUDED WTEKREPERENCE PAGE MII-7473 BEFORE USE. DePgn valid for use only with MTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. 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 responsibillity of the erector. Additional bracing the Is the MiTek' permanent of overall structure responsibility of the bullding designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street. Suite 31 Z Alexandria, VA 22314. 6904 Parke East Blvd. If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/0112012 by ALSC or proposed by SPIB. Tampa, FL 33610 Job Truss Truss Type Oty Ply Tedder Residence T4288935 70395 C COMMON 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 14 09:26:58 2012 Pag I D:8d-ge5j m P W L09grg9Yrf 75z_BIJ-jdbdCOSL5 GZsNJS5vUMXgUVBgX7_2ozSoLA9OuzlH 4-10.0 9.8.0 4-10-0 4-10-0 scale = 1:19.9 4x5 = 2 6.00 12 3 1 Io 3x6 11 4 2c3 11 3x4 i 3x4 3x6 I I 0-4-8 4-10-0 9-3-8 9-8-0 0-4-8 4.5.8 4.5-8 Plate Offsets X Y: 1:0-2-10 0-1-8 1:0-0-8 0-8-7 3:0-2-10 0-1-8 3:0-0-8 0-8-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) 0.02 1-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.24 Vert(rL) -0.03 3-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 36 lb FT = O% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be WEDGE installed during truss erection, in accordance with Stabilizer Leff: 2 X 4 SYP No.3, Right: 2 X 4 SYP No.3 Installation guide. REACTIONS (lb/size) 1=348/0-3-0 (min. 0-1-8), 3=348/0-3-0 (min. 0-1-8) Max Harz 1=62(LC 4) Max Upliftl=-194(LC 5), 3= 194(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-514/26712-3=-514/267 BOT CHORD 1-4=-187/411, 3-4=-187/411 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • A 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 ,,� p,S q �e ��♦ between the bottom chord and any other members. ��� �\"` . •' • E•IV S' • •. -9 v� G3. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 194 lb uplift at joint 1 and 194 lb uplift at joint �� .r • \ LOAD CASE(S) Standard No 93 380 Ki ;• 'j?�) • I AT ' N A, ;O ,��e% FL Cert. 6634 February 14,201 A WARNING- Verify design parameters and READ NOTES ON THIS anw INCLUDED NII7EKREFERENCE PAGE MI-7473 BEFORE USE. Deslggn valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown 19! 1s 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 MiTek" fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSO or proposed by SPIB. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Ply Tedder Residence T4288936 70395 GRA HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ff. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 14 09:27:00 2012 Page ID:8d-ge5j m P W L09grg9Yd75z_81J-fOjOdiTbdupacdcUOuO71vaICKU_W bBIGffGTnzlH 7-0-0 13-14 19.4-12 25-8-0 32-8-0 34-8-0 , 2-0-0 7-0-0 6 3-4 6-1-8 6-3-4 7-0-0 2-0-0 Scale = 1:65.4 5x12 MT18H 5x12 MT18HZ� 4x4 = 5x8 MT18H= 4x8 = 6.00 12 3 4 5 6 7 2x3;Alio 8 2x3 II 9 it 0 d = 15 14 13 12 11 10 3x6 4x5 = 5x8 MT18H= 2x3 II 4x5 = 6x8 = 3x4 = 5x8 MT18H= 7-0-0 13-3-4 19-4-12 25.8.0 32-8-0 7.0.0 6-3-4 6-1-8 6-3 4 7-0-0 Plate Offsets X Y : 2:0-0-1 Ed a 3:0-7-12 0-1-12 5:0-4-0 Ed a 7:0-7-12 0-1-12 8:0-2-8 0-1-8 8:0-840-1-4 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.90 Vert(LL) 0.60 12-13 >636 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.98 Vert(rL) -0.84 12-13 >456 240 MT18H 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(TL) 0.27 8 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 163 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 *Except* TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins. 3-5,5-7: 2 X 4 SYP M 31 BOT CHORD Rigid ceiling directly applied or 3-5-1 oc bracing. BOT CHORD 2 X 4 SYP M 30 WEBS 1 Row at midpt 4-15, 6-10 WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be OTHERS 2 X 4 SYP No.3 installed during truss erection, in accordance with Stabilizer WEDGE Installation guide. Right: 2 X 6 SYP No.2 REACTIONS (lb/size) 2=2533/0-8-0 (min. 0-3-0), 8=2533/0-8-0 (min. 0-3-0) Max Horz2=154(LC 5) Max Uplift2=-1857(LC 5), 8=-1857(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4728/3508, 3-4=-4177/3224, 4-5=-5832/4466, 5-6=-5832/4466, 6-7=-4178/3224, 7-8=-4729/3509 BOT CHORD 2-15= 3050/4109, 14-15=-4337/5832, 13-14=-4337/5832, 12-13- 4305/5830, 11-12=-4305/5830, 10-11=-4305/5830, 8-10= 2985/4110 WEBS 3-15=-1150/1672, 4-15=-2001/1590, 4-13=0/377, 6-12=0/376, 6-10=-1998/1589, 7-10=-1150/1672 NOTES •,.... �e ��� 1) Unbalanced roof live loads have been considered for this design. ♦�� 0\V, ♦♦ .2. \ G ENS' '' ••-9 i� �. F �i i ♦ __•. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber ♦ � • �--�*_ DOL=1.33 plate grip DOL=1.33 3) Provide drainage tii 39380 :f - - ••:� adequate 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. ;' v 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 willzt'z-'• between the bottom chord and any other members. ATE �Ll 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1857 lb uplift at joint 8. joint 2 and 1857 lb uplift at i 0 '�j� ''< O P'�♦♦� 8) Girder hip of R 1 carries end with 7-0-0 end setback, �� Hanger(s) or other connection device(s) shall be ��,` ovided sufficient to support n 440 lb up at 5 8 0 9) rchord. such dresponsibility N A1111100 and 475 lb down and 440 lb up at 7-0-0 on bottom The design/selection of connectntrated ion n devices s) the of � others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard FL Cert. 6634 February 14,201 Continued on pacle, 2 A WARIIRNG - Verify design parmneters and READ NOTES ONT HIS AND INCLUDED aBTEK REFERENCE PAGE MR-7473 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. MR, 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 responsibillify of the Additional bracing MiTek'erector. permanent of the overall structure Is the responsibility of the bullding designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSO or proposed by SPIB. Job Truss Truss Type City Ply Tedder Residence T4288937 70395 G RB SPECIAL 1 2 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 14 09:27:01 2012 Pag ID:8d-ge5j mP WL09grg9Yrf 75z_B IJ-7CHm r2UDOBxREnBgacwE177W Uks I F_gvUJ Pq?DzIH 2-0.0 , 2-6-0 3-8-0 7-0-9 14-11-0 203-8 25-8-0 32-8.0 34-8-0 , 0 2-6-0 1-2-0 3-4-0 7-11.0 5-4-8 5-4-8 7-0-0 2-0-0 Scale = 1:66.6 5x8 MT18H i 3x5 = 6.00 12 5 6 7 86x8 3x5 3x6 � 4 "l 3 m c? 2x3 11 2 15 9 2x3 11 m 14 IC, 0 1 7 16 7x10 = 10 x6 = 18 19x8 3x8 = 14 13 12 11 3x6 5x6 40.29 12 3x4 11 6x8 — 3x6 — 2x3 11 2-6 0 3-8-0 7.0 0 14-11-0 16.4-0 20-3 8 25-8-0 32-8-0 2-6 0 1-2-0 3-4-0 7-11-0 1-5-0 3 11-8 5-4-8 7-0-0 Plate Offsets MY): 5:0-4-4 0-2-0 8:0-4-0 0-1-15 9:0-2-10 0-1-8 15:0-8-0 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) 0.58 15-16 >667 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.84 Vert(rL) -0.81 15-16 >472 240 MT18H 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.83 Horz(TL) 0.30 9 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 354 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-9-3 cc purlins. BOT CHORD 2 X4 SYP M 30'Except' BOT CHORD Rigid ceiling directly applied or 5-11-4 cc bracing. 6-14: 2 X 4 SYP No.3 WEBS 2 X4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=2555/0-8-0 (min. 0-1-8), 9=2535/0-8-0 (min. 0-1-8) Max Horz2= 154(LC 6) Max Uplift2=-1851(LC 5), 9=-1857(LC 6) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4446/3199, 3-4=-9031/6625, 4-5=-6484/4852, 8-9= 4717/3498, 5-6— 5992/4558, 6-7=-8501/6414, 7-8=-5656/4326 BOT CHORD 2-18=-2725/3753, 16-17=-5570l1679, 15-16=-6521/8793, 6-15=0/355, 13-14_ 529/595, 12-13=-2987/4122, 11-12=-2987/4122, 9-11= 2971/4095, 17-18=-3499/4790 WEBS 3-18= 2934/2226, 13-15=-3706/5176, 7-15=-2352/3139, 4-17=-1461/1942, 3-17= 3152/4340, 8-11= 398/668, 5-16=-1373/2134, 4-16=-1882/1267, 7-13= 1948/1719, 8-13= 1519/1924, 6-16=-3024/2364 NOTES "x3") • •E • �e 1) 2-ply truss to be connected together with 1 Od (0.131 nails as follows: �� �\`r` . • • . �� •' • G N S • • •. "9 �i Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 cc. .� • A: '• � Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. �� � : •,.�`� ' � Webs connected as follows: 2 X 4- 1 row at 0-9-0 cc. 40 y 3$ 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 pJr k ; �. r connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. o 3) Unbalanced live loads have been for design. roof considered this 4) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MW FRS (low-rise); Lumber: DOL=1.33 DOL=1.33I�AT E CTF`�" • �/ plate grip : 5) Provide adequate drainage to prevent water ponding. 0 6) All MT20 indicated. AlQ:•• plates are plates unless otherwise ��� Q s��s �" 1. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • `� �� ' ��j S% • • 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1851 lb uplift at joint 2 and 1857 lb uplift at joint 9. 10) Following joints to be plated by qualified designer: Joint(s) 6, not plated. FL Cent. 6634 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 475 lb down and 440 lb up at 25- -0, and 475 lb down and 440 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of February 14,201 Contfthn pacie 2 Q WARNING - Verify design parameters and READ NOTES ON 77IIS AND INCLUDED D97EK REPERENCE PAGE PHI-7473 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. �a 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 responsibility of the Additional bracing p p i ek' erector. permanent of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/iPll Quality Criteria, DSB-89 and SCSI Building Component 1 V AT 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Job CB ss Truss Tyr 70395 SPECIAL 7.250 s Aug 25 2011 MTek Industries, Inc. Tue Feb 14 09:27:01 2012 ID:Bd-ge5jmPWL09grg9Yrf75z_81J-7CHmr2UDOBxREnBgacwE177WUksIF gvUJPq LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Un'fform Loads (plo Vert: 1-5=-54, 8-10— 54, 2-18=-20, 18-19=-20, 16-17=-20, 15-16=-42(F=-22), 11-14=-42(F= 22), 9-11=-20, 17-18— 20, 5-8=-112(F= 58) Concentrated Loads (lb) Vert: 11=-475(F) 16=-475(F) FL Cert. 6634 February 14,2( Q WARAIING - Verify design parmnetem and READ NOTES ON MIS AND INCLUDED MTTEKREFERENCE PAGEYVI-7473 BEFORE USE. ■■ De, valid for use only with Mlfek connectors. This design Is based only upon parameters shown, and Is for an individual building component. App icablllly of design parameters and proper Incorporation of component is responsibility of building designer - not tnss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the Mel( erector. Additional permanent bracing of the overall structure Is the responsibility of the building dFor general guidance regarding I� lesigner. IV el( fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312 Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Job Truss Truss Type City Ply Tedder Residence T4288938 70395 G RC HIP 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Ff. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 14 09:27:02 2012 Pag ID:8d-ge5j m P W L09grg9Yrf75z_81J-bOr82OVs9V31sxMJ RTgKgmn8Lv_dF2jzeNYg7JH -2-0.0 3-0-0 6.8.0 9-8.0 11-8-0 2-0 0 3-0-0 3.8.0 3-0-0 2-0.0 Scale = 1:26.2 4x4 4x4 3 4 6.00 12 2 5 v Io 2x3 11 2x3 11 3x8 11 8 7 6 1 5 i 2x3 II 2x3 II 3 3x8 I I 4- 3-0-0 6-8.0 9-3-8 1 4- 2-7-8 3.8.0 2-7-8 4- Plate Offsets X Y : 2:0-2-10 0-1-8 2:0-0-4 Ede 5:0-2-10 0-1-8 5:0-0-4 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0.02 8 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.03 7-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 49 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be OTHERS 2 X 4 SYP No.3 installed during truss erection, in accordance with Stabilizer WEDGE Installation guide. Left: 2 X 4 SYP No.3, Right: 2 X 4 SYP No.3 REACTIONS (lb/size) 2=547/0-3-0 (min. 0-1-8), 5=547/0-3-0 (min. 0-1-8) Max Horz2=-108(LC 6) Max Uplift2=-468(LC 5), 5=-468(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-659/358, 3-4= 555/327, 4-5=-659/358 BOT CHORD 2-8= 240/545, 7-8=-239/555, 5-7=-237/545 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-65; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); cantilever `o1 1111111� ��� left and right exposed; Lumber DOL=1.33 plate grip D01�1.33 A /its,s 3) Provide adequate drainage to prevent water ponding. `%% __ nn PS ,q � •' Le 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. `� �\V` . • 5) ` This has been designed for live load bottom • • • G E N S • • 1 truss a of 20.Opsf on the chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit �� .r \ between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 468 lb uplift at joint 2 and 468 lb uplift at join' r,� p 3 g 3 8 0 __.,.',� 5. * �• = 7) Girder carries hip end with 3-0-0 end setback. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 51 lb up at 6-8-0, and 'cc Z 56 lb down and 51 lb up at 3-0-0 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).ATE LOAD CASE(S) Standard �iO•• � • A � Q P;•• �=�� 0 R 1 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 ,'a Uniform Loads 3ss/0 N A1- `; �•'`,, =plf)54, 3 4=-64(F10), 4 6= 54, 2-8=-20, 7 8=-24(F= 4), 5-7= 20 Concentrated Loads (lb) Vert: 8=-56(F) 7= 56(F) FL Cert. 6634 February 14,20121 ® WARMNG - Verify design parameters and READ NOTES ON THIS AA/D INCLUDED WTEKREFERENCE PAGE MI 7473 BEFORE USE. Desi n valid for use only with Mffek connectors, This design is based only upon parameters shown, and is for an individual building component. 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 stabllhy during construction Is the responsibillify of the bracing i MiTek' erector. Additional permanent of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPil Quality Criteria, DSB-89 and BCSI Building Component 1 VI lek 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06101/2012 by ALSO or proposed by SPIB. Job Truss Truss Type Oty Ply Tedder Residence T4288939 70395 J1 MONO TRUSS 8 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 14 09:27:03 2012 Pag ID:8d-ge5jmPWL09grg9Yrf75z_81J-3bPWGkWUwpB9T5K3hlyiNYCr7Ylkj4lCyduw46zlH i I_ -2-0-0 1-a0 2-0.0 1-a0 Scale = 1:9.7 3 6.00 F12 2 N Lb O 4 2x3 11 1 3x4 = 1-ao 1-a0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.80 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(rL) -0.00 2 >999 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) • Weight: 9 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=282/0-8-0 (min. 0-1-8), 4=9/Mechanical, 3— 108/Mechanical Max Horz2=132(LC 5) Max Uplift2=-482(LC 5), 3= 108(LC 1) Max Grav2=282(LC 1), 4=19(LC 2), 3=241(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 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 482 lb uplift at joint 2 and 108 lb uplift at joint S A !'IV 3. LOAD CASE(S) Standard A��`� •�\G E N SF•."9jL�s� 0 380 •'� bye,. ► �• 5 ATE �0�, A® V fill FL Cert. 6634 February 14,201 © WARAIING - Verify destgn parameters and READ NOTES ON 7NIS AND INCLUDED IMEKRi _FERENCE PAGE BNI-7473 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. Applicability of design parameters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown Dot is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the Additional bracing MiTek' erector. permanent of the overall structure is the responsibility of the building designer: For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPil Quality Criteria, DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Tampa, FL 33610 Job Truss Truss Type City Ply Tedder Residence T4288940 70395 J3 MONO TRUSS 8 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 14 09:27:03 2012 Pag ' ID:8d-ge5jmPWL09grg9Yrf75z_81J-3bPWGkWUwpB9T5K3hlyiNYCptYk9j41Cyduw46zIH i -2-0-0 3-0-0 2-0-0 3-0.0 Refer to MiTek "TOE -NAIL" Detail for connection to Scale = 1:14.8 supporting carrier truss (typ all applicable jacks on this job) 3 6.00 12 N_ N 2 4 2x3 11 1 3x4 = 3-0-0 3-0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.12 Vert(TL) -0.01 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 16 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP 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=12/Mechanical, 2=286/0-8-0 (min. 0-1-8), 4=26/Mechanical Max Horz2=194(LC 5) Max Upl'ift3=-36(LC 4), 2=-372(LC 5) Max Grav3=39(LC 3), 2=286(LC 1), 4=53(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 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. ,V11111111111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 3 and 372 lb uplift at joint 2. IOC, A �.o%,%{� PS q� LOAD CASE(S) Standard Q\V,.• 6 39380 — *. •�/1 r : 4 r ATE FL Cert. 6634 February 14,201 ® WARMNG - Verify design parameters and READ N07ES ON77fIS AND INCLUDED W7EKRBPERENCE PAGE A7fl-7473 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. Applicability of design parameters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracingshown wit s for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblllity of the Additional bracing MiTek' erector. permanent of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. If South amPine (SP or SPp) lumber is specified, the design values are those effective 06101/2012 by ALSC or proposed by SPIB. Tampa, FL 33610 Job Truss Truss Type City Ply Tedder Residence T4288941 70395 J5 MONO TRUSS 6 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 14 09:27:04 2012 PagE 1 ID:8d-ge5jmPWL09grg9Yrt75z_81J-XnzuT3X6h6J?5EvFFkTxvll_dxOaSXYLAHdUcYzIH ( -2-0-0 5-0-0 2-0-0 5-0-0 Scale = 1:19.8 3 6.00 F12 N_ N N 2 2x3 11 4 1 3x4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.36 Vert(fL) -0.07 2-4 >809 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/fP12002 (Matrix) Weight: 22 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP 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=91/Mechanical, 2=334/0-8-0 (min. 0-1-8), 4=46/Mechanical Max Horz2=257(LC 5) Max Uplift3=-102(LC 5), 2=-354(LC 5) Max Grav3=91(LC 1), 2=334(LC 1), 4=93(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 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. 111111►11 11��° 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 3 and 354 lb uplift at joint �, 2. A� • �. �P •'E Rio �e S • B9 C' LOADCASE(S) Standard :�� `r,•'�,�F• '. .a 39380r ;— �-•°. ATE O-F ;0X\S;°� O R , O P, % FL Cert. 6634 February 14,201 Q WARNING - Verify design parameters and READ N07ES ON THIS END INCLUDED M77EKREFERENCE PAGE b571-7473 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. Applicability of design parameters and proper incorporation of component is responsibility of building designer - hot truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek' 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 ANSI/iPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Taus Plate Institute, 781 N. Lee Street Suite 312, Alexandria, VA 22314. If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Tampa, FL 33610 Job Truss Truss Type Oty Ply Tedder Residence T4288942 70395 J7 MONO TRUSS 18 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 14 09:27:04 2012 Page 1 ID:8d-ge5jmPWL09grg9Yrt75z_BIJ-XnzuT3X6h6J?5EvFFkTxvll6CxwhSXYLAHdUcYzlH E -2-0.0 7-0.0 2-0-0 7-0.0 Scale = 1:24.6 3 6.00 Ft2 2 2x3 11 1 3x4 = 4 7-0.0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) -0.12 2-4 >688 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.29 2-4 >275 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 28 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2 X 4 SYP 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=155/Mechanical, 2=398/0-8-0 (min. 0-1-8), 4=66/Mechanical Max Horz2=320(LC 5) Max Uplift3=-193(LC 5), 2= 367(LC 5) Max Grav3=155(LC 1), 2=398(LC 1), 4=133(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 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. {{{ 11111 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 193 lb uplift at joint 3 and 367 lb uplift at joint ``�1�{ S A, I�, 2. A4e ON woe% LOAD CASE(S) Standard C' E•N �`�O o` 39380 .4 � �- ATE O �• � �.,''9 FL Cert. 6634 February 14,201 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED rI11T'EKREPERENCB PAGE b7II-7473 BEFORE USE. Desi n valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown �g is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the MiTek' 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 ANSI/rPI1 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informahon available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06101/2012 by ALSC or proposed by SPIB. Job Truss Truss Type City Ply Tedder Residence T4288943 70395 JA SPECIAL 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 14 09:27:05 2012 Pag ID:Bd-ge5imPW LO9grg9Yrt75z_81J-OzW HgPXkSOSsjOU RpS-ASz19NLLhB_oUPxN 18_zIH -2.00 5-0.0 2-00 5-0-0 Scale = 1:19.8 4 0 6.00 F12 1. 3 3x4 = S 3x4 11 5 0 2 0 2x3 11 7 2X3 11 1 3x4 3-M 3-8.0 !-No -No Plate Offsets MY): : 2:0-2-10 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) -0.01 7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.43 Vert(TL) -0.03 7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2007ITP12002 (Matrix) Weight: 26lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=76/Mechanical, 2=349/0-8-0 (min. 0-1-8), 5=78/Mechanical Max Horz2=257(LC 5) Max Uplift4=-90(LC 5), 2=-350(LC 5), 5=-18(LC 4) Max Grav4=76(LC 1), 2=349(LC 1), 5=118(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 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. ti,11111111111I,� 4) Refer to girder(s) for truss to truss connections. ♦ts"k S P1 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 4, 350 lb uplift at joint 2 and __ nn q�e �j�, 18 lb uplift at joint 5. ♦♦� ♦ Q\�, •' ,Z,••.�\G E NS'-.•y��,, ,�♦ LOAD CASE(S) Standard ♦ `� w+ P'0 3938 { • a �� ATE• s 40�i, •••�4 O �• N �����• A 1111 FL Cert. 6634 February 14,201 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREPERENCE PAGE bill-7473 BEFORE USE. Design valld for use only with MiTek connectors. fiis design is based only upon parameters shown, and Is for an Individual building component. 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 responsiblllity of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsilo ity of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312 Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPI8. c J A Job Truss Truss Type City Ply Tedder Residence T4288944 70395 JB SPECIAL 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 14 09:27:05 2012 Pag I D:Bd-ge5j m P W LOggrg9Yrf75z_81J-OzW Hg PXkSQSsjOU RpS-ASzl HyLFFB_oUPxN 18_zlH -2.0-0 7.0-0 2-0-0 7.0-0 Scale = 1:24.6 4 6.00 12 0 N 3 3x4 6 3x5 II o 2 6 2x3 11 7 1 4 2x3 11 3-8-0 7.0-0 3.8-0 3-4-0 Plate Offsets X 2:0-2-10 0-1-8 3:0-1-14 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) 0.09 5-6 >896 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.78 Vert(rL) -0.20 5-6 >402 240 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(TL) 0.06 5 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 32Ito FT=0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=134/Mechanical, 2=417/0-8-0 (min. 0-1-8), 5=99/Mechanical Max Horz2=320(LC 5) Max Uplift4=-151(LC 5), 2= 361(LC 5), 5=-22(LC 4) Max Grav4=134(LC 1), 2=417(LC 1), 5=136(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-300/23 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 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. S A A. 4) Refer to girder(s) for truss to truss connections. �� ,00 OP• , qZ Sj# ' B • •, ♦, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift at joint 4, 361 lb uplift at joint 2 �� Q Ci E �` ' • \ N s 9 and 22 lb uplift at joint 5. ♦ �' �- LOAD CASE(S) Standard O 39380 �•,#. 5 TAT E 0 R k A� 1ON 1E;:o`' II FL Cert. 6634 February 14,201 A WARNING - Verify design parmneters and READ NOTES ONTRIS AND INCLUDED M77EKREPERENCE PAGE AM 7473 BEFORE USE. Design valid for use only with Mffek connectors. This design is based only upon parameters shown, and is for an Individual building component. 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 responsibillity of the Additional bracing the is the the building designer. For MiTek' erector. permanent of overall structure responsibility of general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/tPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01 /2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply Tedder Residence T4288945 70395 JC MONO TRUSS 4 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 14 09:27:06 2012 Page ID:8d-ge5jm P W L09grg9Yrf75z_81J-UA4fulYMDjajKY3eN9VP?AgMhlmPwR2eeb6bhRzIH -2-0-0 1-0-0� 2-0-0 1-0.0 Scale = 1:9.7 3 6.00 12 2 N Lb O 3x8 = 4 2x3 11 1 3x4 = 0 4-8 1-0-0 as -a o-7-a Plate Offsets MY): : 2:0-5-12 0-1-10 2:0-5-11 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.02 Vert(rL) -0.00 2 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2007frP12002 (Matrix) Weight: 10 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=10/Mechanical, 2=271/0-3-0 (min. 0-1-8), 3= 96/Mechanical Max Horz2=132(LC 5) Max Uplift2=-460(LC 5), 3=-96(LC 1) Max Grav4=19(LC 2), 2=271(LC 1), 3=220(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise); cantilever left exposed; Lumber DOL=1.33 plate grip DOL=1.33 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. %J1111111111 , 4) Refer to girder(s) for truss to truss connections. v`��Ile % 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 460 lb uplift at joint 2 and 96 lb uplift at joint 3. NcJ A.14 LOAD CASE(S) Standard w� `2`,••C' E N S4 q1 0 �. '---. 0 39380 • - -•-' =` ATE • • Al %��•'c� OR1�P•����: S ... �'®�rs�� FL Cert. 6634 February 14,201 A WARNING - Verify design par ametem and READ NOTES ON THIS RAID INCLUDED AUTEKREFERENCB PAGE b71I-7473 BEFORE USE. Design valid for use only with Mffek connectors. This design is based only upon parameters shown, and is for an individual building component. 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 responsiblllity of the Additional bracing the the MiTek' erector. permanent of overall structure is responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 If South am Pine (SP or SPp) lumber Is specified, the design values are those effective 06101/2012 by ALSC or proposed by SPIB. Job Truss Truss Type City Ply Tedder Residence T4288946 70395 JD MONO TRUSS 3 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 14 09:27:07 2012 Page ID:ed-ge5jmPWL09grg9Yrf75z_81J-yMel552_1 iayiegwtOeXONXw94nfuHntFsSDtzIH -2-0.0 3-0-0 2-0-0 3-0-0 Scale = 1:14.8 3 6.00 12 2 Li 2x3 II 3x6 II 4 1 3A = 0.4-8 3-0-0 0-4.8 2-7-8 Plate Offsets X Y : 2:0-1-4 0-0-2 2:0-1-4 0-9-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TO 0.81 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.13 Vert(TL) -0.01 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007ITP12002 (Matrix) Weight: 17 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be WEDGE installed during truss erection, in accordance with Stabilizer Left: 2 X 4 SYP No.3 Installation guide. REACTIONS (lb/size) 3=31/Mechanical, 2=269/0-3-0 (min. 0-1-8), 4=28/Mechanical Max Horz2=194(LC 5) Max Uplift3— 45(LC 4), 2=-336(LC 5) Max Grev 3=31(LC 1), 2=269(LC 1), 4=57(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat, 11; Exp C; enclosed; MWFRS (low-rise); cantilever left exposed; Lumber DOL=1.33 plate grip DOL=1.33 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. A �1Il 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection truss to bearing 45 lb %_NS ,q 3 336 lb t e� ��� 2;`,�� (by others) of plate capable of withstanding uplift at joint and uplift at joint �\`r`• G E'N S LOAD CASE(S) Standard ��•••�' �� — '•7��i �i 0 39380:--s,. f-r ATE %0,�5�< R FL Cert. 6634 February 14,201 Q WARNING - Verify design parmnetem and READ NOTES OAF TEIS AND INCLUDED NOTEKREFERENCE PAGE bffi-7473 BEFORE USE. Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and Is for an Individual buildingcomponent. 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 responsibillity of the Additional bracing the Is the building MiTek` erector. permanent of overall structure responsibility of the designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPil Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is speeffied, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. � L � Job Truss Truss Type Oty Ply Tedder Residence T4288947 70395 KJ3 MONO TRUSS 2 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 14 09:27:07 2012 Pag ID:Bd-ge5jmPWL09grg9Yrt75z_81J-yMe155Z 1iayiegwtOeXONds93HfuHntFsBDtz]H -2-9-15 4-2-3 2-9-15 4-2-3 Scale = 1:17.1 4 4.24 12 3 5x6 % 6 5 2 1 3 = 4-2-3 0.5-10 3-8-9 Plate Offsets X Y : 2:0-3-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) -0.01 3-5 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.23 Vert(rL) -0.02 3-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.12 6 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 22 lb FT = O% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=13/Mechanical, 3=281/0-4-4 (min. 0-1-8), 5=27/Mechanical, 6=0/Mechanical Max Horz3=109(LC 3) Max Uplift4=-9(LC 3), 3=-260(LC 3) Max Grav4=13(LC 1), 3=281(LC 1), 5=67(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); cantilever (eft exposed; Lumber DOL=1.33 plate grip DOL=1.33 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. fill 4) Refer to girder(s) for truss to truss connections. `' 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 4 and 260 lb uplift at joint 3. v�� ....... q� ��j♦ �9 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Q G S' •, ♦♦ .r LOAD CASE ♦ �- F��- 2 -! �S) Standard � 39380--- 1) Regular: Lumber Increase=1.25, Plate Increase=1.25®O * r Uniform Loads Vert: 1-2=-=-14, 2-3=-54 = Trapezoidal Loads (plf) Vert: 3=-2(F=26, B=26)-to-4=-56(F=-1, B=-1), 3=0(F=10, B=10)-to-5_ 21(F=-0, B=-0) ATE .00.. AIN OR FL Cert. 6634 February 14,201 ® WARMNG - Verify design parmneters and READ N07M OAF=IS AND INCLUDED WTEKREFERBNCE PAGE MII-7473 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. 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 responsiblllity of the Additional bracing the MiTek' erector. permanent of overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/fPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06101/2012 by ALSC or proposed by SPIB. Tampa, FL 33610 .. U i Job Truss Truss Type City Ply Tedder Residence T4288948 70395 KJ7 MONO TRUSS 3 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 14 09:27:08 2012 Pag ID: Bd—ge5j m P W L09grg 9Yd75z_B IJ-OYC PJ RaclLq Ras DOUaYt4bwj nZNYOJ kx5 ub hlJ 7JH -2-9-15 7-10.10 9-10 1 2-9-15 7-10-10 1-11-6 4 Scale:1/2'=1' 3x4 3 4.24 F12 10 2 2x3 II s 7 1 x4 = 2x3 11 3x4 =5 7-10-10 7-10-10 Plate Offsets MY): : 2:0-2-13 0-0-4 6:0-0-0 0-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) -0.06 2-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.36 Vert(rL) -0.16 2-7 >719 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.18 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2007/rP12002 (Matrix) Weight: 47 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be OTHERS 2 X 4 SYP No.3 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=-15/Mechanical, 2=491/0-11-5 (min. 0-1-8), 5=568/Mechanical Max Horz2=375(LC 3) Max Uplift4= 19(LC 2), 2=-451(LC 3), 5=-407(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-464/74 BOT CHORD 2-7=-253/38716-7=-253/387 WEBS 3-7=-1/419, 3-6= 767/500 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat, II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 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 A. ie between the bottom chord and any other members. ♦� P ♦ e 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint .••• 4, 451 lb uplift at joint 2 an>i�►�`Z`,•• �,� S�. •.9�r 407 lb uplift at joint 5. - — OI ^a o 39380 6) 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) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) 'S ATE Vert:1-10=-54 I =�� Trapezoidal Loads (plf) Vert: 10=0(F=27, B=27)-to-4— 133(F=-39, B= 39), 2= 2(F=9, B=9)-to-5=-49(F=-15, B=-15) •..C� 0 ,�o�S . R •. �\ ♦♦♦ �O N A� 'E�.��. FL Cert. 6634 February 14,201 Q WARMNG - Verify design parameters and READ N07ES ON THIS AND INCLUDED M 'EKREPERENCE PAGE D917-7473 BEFORE USE. Design valid for use only with MTek connectors. Ibis design is based only upon parameters shown, and Is for an Individual building component. 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 fhe responsibillity of the MiTek' 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 ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 If Southem Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. Job Truss Truss Type Cty Ply Tedder Residence T4288949 70395 KJA SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 14 09:27:09 2012 Pag ID:8d—ge5im P W L09grg9Yrt75z_81J-ulm nW naFWeylBOoD2H36cpStXybc7fv4KYLFHmzlH -2-9-15 5.0.12 9-10-1 2-9-15 5.0.12 4-9-5 Scale = 1:24.4 4 4.24 12 5x10 m 3 a 2 3x8 6 0 11 4 4X4 = 2X3 I I 8 1 3x6 3x4 I I 5-0-12 9.10.1 5-0-12 4-9.5 Plate Offsets MY): : 2:0-3-1 0-1-8 6:0-0-3 0-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) 0.09 6-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.88 Vert(fL) -0.16 6-7 >731 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.63 Horz(TL) 0.05 5, n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight: 49 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP M 30 `Except" BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 3-8: 2 X 6 SYP No.3 7-1-3 oc bracing: 6-7. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be OTHERS 2 X 4 SYP No.3 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=23 1 /Mechanical, 2=491/0-11-5 (min. 0-1-8), 5=322/Mechanical Max Horz2=370(LC 3) Max Uplift4=-279(LC 3), 2=-452(LC 3), 5=-144(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-565/110 BOT CHORD 2-8=-310/492, 6-7=-1035/1476 WEBS 3-6=-1494/1048 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat, 11; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip D0L--1.33 f 1 t fill,, 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��Ot It A 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. ♦� o�V. •' • C' E N SAC` ••'9j�'i 4) Refer to girder(s) for truss to truss connections. ��� •�` �\ 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 279 lb uplift at joint 4,452 lb uplift at joint 2 and 144 lb uplift at joint 5. u6 39380 r 6) 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) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) ATE o o •� Vert: 1-11=-54 -����' % Trapezoidal Loads (plf) � R ���� BVert: 11=0(F=27, B=27)-to-4=-133(F= 39, B=-39), 2= 2(F=9, 8=9)-to-8=-24(F=-2, B=-2), 7=-24(F=-2, B=-2)-to-5=-49(F= 15, '®.,SS;0 N A- FL Cert. 6634 February 14,201 Q WdRMNG - Verify design parcaneters and READ NOTES ON7WlS AND INCLUDED IMEK REPERENCE PaGE M I-7473 BEFORE USE. �r Design valid for use only with Welk connectors. This design Is based only upon parameters shown and is for an individual building component. 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 responsibillity of the Additional bracing the is the building p ! ek• erector. permanent of overall structure responsibility of the designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 1 V I ET 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIR Job Truss Truss Type Qty Ply Tedder Residence T4288950 70395 V4 VALLEY 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.250 s Aug 25 2011 MITek Industries, Inc. Tue Feb 14 09:27:09 2012 Pag ID:8d-ge5jmPWL09grg9Yrf75z_BIJ-ulmnWnaFWeylBOoD2H36cpS1 zymG7on4KYLFHmzlH 2-0-0 4-0.0 2.0.0 2-0-0 3x6 = Scale = 1:7.8 2 6.00 12 3 1 3x4 i 3x4 4-0-0 4-0-0 Plate Offsets KY): : 2:0-3-0 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.13 Vert(rL) n/a n/a 999 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight:11 lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 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) 1=10214-0-0 (min. 0-1-8), 3=102/4-0-0 (min. 0-1-8) Max Horz 1=17(LC 4) Max Upliftl=-57(LC 5), 3= 57(LC 6) 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 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 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 1111 1 11111� between the bottom chord and anyother members. others) of truss to bearing late capable of withstanding 57 lb uplift at joint 6 Provide mechanical connection ) g p ap g p ) *t%%J 1 and 57 lb uplift at joint 3. p,S A. p ) � LOAD CASE(S) Standard %i� �%%0 - \G 0 39380 --'. ATE 00 All FL Cert. 6634 February 14,201 Q WARMNG - Veri design parmna. and READ NOTES ON THIS AND INCLUDED MITEKREFERLINCE PAGE MII-7473 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. 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 responsiblllity of the MiTek' 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 ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tn w Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06101/2012 by ALSO or proposed by SPIB. Job Truss Truss Type Oty Ply Tedder Residence T4288951 70395 V8 VALLEY 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI.34982 7.250 s Aug 25 2011 MiTek Industries, Inc. Tue Feb 14 09:27:10 2012 Page ID:8d—ge5jmPWL09grg9Yrf75z 81J-MxKAk7btHy49p9NPc7aL9079uM5ZsFTDZC4ogCzIH ' 4-0.0 8-0-0 l 4-0-0 4.0-0 Scale = 1:15.0 4x4 = 2 6.00 F12 3 1 4 3x4 5, 2x3 I I 3x4 8-0-0 8-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) I/defl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.19 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 25 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=125/8-0-0 (min. 0-1-8), 3=125/8-0-0 (min. 0-1-8), 4=250/8-0-0 (min. 0-1-8) Max Horz 1=-43(LC 3) Max Upliftl=-91(LC 5), 3— 99(LC 6), 4=-97(LC 5) 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 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=14ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); Lumber DOL=1.33 plate grip DOL=1.33 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 91 lb uplift at joint 1, 99 lb uplift at joint 3 and 97 lb uplift at joint 4. % �P` q� LOAD CASE(S) StandardO •�,�C' E (\I S�` e9/��i 16 39380 i * ,dJye •ram .. 1. -ft, ATE o 00 • % s/0 ���%%o N A� FL Cert. 6634 February 14,201 Q WARNFAIG - Verify desfgrz parameters and READ NOTES ONTAls Altm INCLUDED mr:rFx REPERENCE PAGE Mr1-7473 BEPORE USE. Design valid for use only with Wei< connectors. This design is based only upon parameters shown, and is for an Individual building component. 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 responsibillity of the A erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding IV I ! lT ek' fabrication quality control, storage, delivery, erection and bracing, consult ANSI/rPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Thus Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06/01/2012 by ALSC or proposed by SPIB. .► Symbols Numbering System General Safety Notes 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. 0-'/11, For 4 x 2 orientation, locate plates 0-IQ' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION A+ Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ff-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 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 ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Southern Pine lumber designations are as follows: SYP represents current/old values as published by AWC in the 2005/2012 NDS SPp represents SPIB proposed values as provided in SPIB submittal to ALSC dated Sept 15, 2011 SP represents ALSC approved/new values with effective date of June 1, 2012 (2x4 No 2 and lower grades and smaller sizes), and all MSR/MEL grades © 2012 MiTek() All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 01/18/2012 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 atjoint 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 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. FORM 11OOA-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A F ject Name: New Project Builder Name: eet: ST. LUCIE COUNTY Permit Office: , State, Zip: ST. LUCIE COUNTY, FL, Permit Number: ner: TEDDER Jurisdiction: esign Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types (1665.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Fact Insul, Exterior R=4.3 1665.00 ft2 3. Number of units, if multiple family 1 b. NIA R= ft2 c. WA R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 e / 5. Is this a worst case? No 10. Ceiling Types (1751.0 sgft.) Insulation Area Conditioned floor area (ft2) 1751 a. CathedraVSingle Assembly (Unvented) R=20.0 1751.00 ft2 7. Windows 131.7 s b. N/A R= ft2 ( qft.) Description Area a. U-Factor: Sgl, U=1.30 131.69 ft2 c. NIA R= ft2 SHGC: SHGC=0.75 11. Ducts b. U-Factor: N/A ft2 a. Sup: Interior Ret. Interior AH: Interior Sup. R= 6,154 ft2 SHGC: 12. Cooling systems c. U-Factor: N/A ft2 a. Central Unit Cap: 35.0 kBbAr SHGC: d. U-Factor: N/A ft2 SEER: 16 SHGC: 13. Heating systems e. U-Factor: N/A ft2 a. Electric Strip Heat Cap:19.7 kBtu/hr SHGC: COP: 1 8. Floor Types 1751.0 s qft.) Insulation Area 14. Hot water systems ( a. Slab -On -Grade Edge Insulation R=0.0 1751.00 ft2 a. Electric Cap: 40 gallons b. N/A R= ft2 EF: 0.9 c. N/A R= fl2 b. Conservation features None 15. Credits Pstat Glass/Floor Area: 0.075 Total As -Built Modified Loads: 31.37 PASS Total Baseline Loads: 37.88 I hereby certify that the plans and specifications covered by Review of the plans and TKE ST this calculation are in compliance with the Florida Energy specifications covered by this 4,00��""`� Y=� Code. _ ="`:� 0,�, calculation indicates compliance - PREPARED BY: with the Florida Energy Code. Q .°„lid•;; ; °`;```p Before construction is completed w off' DATE: 11-t-1 this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. * ,t with the Florida Ene . y Co G WEv� Op TS OWNER/AGENT BUILDING OFFICIAL: DATE: y DATE: 11/1/2011 4:12 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: New Project Bedrooms: 3 Adress Type: Street Address Building Type. FLAsBuilt Conditioned Area: 1751 Lot # Owner: TEDDER Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: ST. LUCIE COUNTY Permit Office: Cross Ventilation: No County: ST. LUCIE COUNTY Jurisdiction: Whole House Fan: No City, State, Zip: ST. LUCIE COUNTY, Family Type: Single-family New/Existing: New (From Plans) FL, Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 75 70 722 62 Low FLOORS # Floor Type Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 171.9 ft 0 1751 f12 0 0 1 ROOF / Roof Gable Roof Solar Deck V # Type. Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or Shed Composition shingles 1845 ft2 292 ft2 Medium 0.9 N 20 18.4 deg ATTIC ` / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 1751 ft2 N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Cathedral/Single Assembly (Unvented) 20 1751 ft2 0 Wood WALLS # Ornt Adjacent To Wall Type 1 YP Cavity R-Value Area Sheathing R-Value Framing Solar Fraction Absor. 1 N Exterior Concrete Block - Ext Insul 4.3 339 ft2 0 0 0.8 2 E Exterior Concrete Block - Ext Insul 4.3 486 ft2 0 0 0_8 3 S Exterior Concrete Block - Ext Insul 4.3 288 ft2 0 0 0.8 4 W Exterior Concrete Block - Ext Insul 4.3 552 ft2 0 0 0.8 11/1/2011 4:12 PM EnergyGaugeO USA - FlaRes2008 Page 2 of 5 DOORS # Ornt Door Type Storms U-Value Area 1 2 E S Insulated Insulated None 0.39 None 0.39 21 ft2 21 ft2 WINDOWS Orientation shown is the entered, asBuilt orientation. V # Ornt Frame Panes Overhang NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 2 3 4 5 N Metal E Metal W Metal W Metal W Metal Single (Tinted) Single (Tinted) Single (Tinted) Single (Tinted) Single (Tinted) Yes 1.3 0.75 N 4.694444 0 ft 0 in 0 ft 0 in Yes 1.3 0.75 N 40 ft2 0 ft 0 in 0 ft 0 in Yes 1.3 0.75 N 40 ft2 0 ft 0 in 0 ft 0 in Yes 1.3 0.75 N 6 ft2 0 ft 0 in 0 ft 0 in Yes 1.3 0.75 N 41 ft2 0 ft 0 in 0 ft 0 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None INFILTRATION & VENTING V Method SLA — Forced Ventilation — CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Run Time Fraction Fan Watts Default 0.00036 1653 7.08 90.8 170.7 0 cfm 0 cfm 0 0 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 16 35 kBtu/hr cfm 0.7 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Strip Heat None COP: 1 19.73 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.9 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 DUCTS V # — Supply-- Location R-Value Area — Return — Air Percent Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Interior 6 154 f? Interior 20 ft2 Default Leakage Interior (Default) (Default) % 11/1/2011 4:12 PM EnergyGaugeO USA - FlaRes2008 IPage 3 of 5 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingX Jan HeatinJan Feb f X Feb Mar f X Mar X Apr Apr May May Jun Jun Jul Jul X Auge f X� Auf 0 X Sep Oct Oct 0 Nov f X Nov X Dec f Dec VentingJan [X Feb [X) Mar A r X May X] Jun X Jul Aug [XI Se Oct [X] Nov [ Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (W D) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 11/1/2011 4:12 PM EnergyGauge@ USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: ST. LUCIE COUNTY PERMIT* ST. LUCIE COUNTY, FL, INFILTRATION REDUCTION COMPLIANCE CHECKLIST FExterior TS 71E UIREMENTS FOR EACH PRACTICE ows & Doors Maximum: cfm/s .ft. window area; .5 cfm/s .ft. door area. acent Walls lk, gasket, weatherstrip or seal between: windows/doors & es, surrounding wall; foundation & wall sole or sill plate; joints een exterior wall panels at corners; utility penetrations; een wall panels & top/bottom plates; between walls and floor. EPTION: Frame walls where a continuous infiltration barrier is lled that extends from, and is sealed to, the foundation to the N1106.AB.1.2 Penetrations/openings > 1/8" sealed unless backed by truss or Floors joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the erimeter, enetrations and seams. N1106.AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor; Ceilings around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and Recessed Lighting Fixtures N1106.AB.1.2 seams. Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi-sto Houses N1106.AB.1.2 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space NFPA, have combustion air. heaters comply with nrucR PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIRE! Water Heaters N1112.AB.3 Complywi Switch or i must be pi Swimming Pools & Spas N1112.AB.2.3 Non comr heaters m Heat um Shower heads N1112.AB.2.4 Water floi minute at Air Distribution Systems N1110.AB All ducts, t , shall accordan, Ducts in L HVAC Controls N1107.AB.2 Separate each s sl Insulation N1104.AB.1 Ceilings -I N1102.13.1.1 sides. Cc RENTS :h efficiency requirements in Table Nil 12.ABC.3 :!early marked circuit breaker (electric) or cutoff (gas) ovided External or built-in heat trap required. ated pools must have covers (except solar heated). iercial pools must have a pump timer. Gas spa & pool ist have a minimum thermal efficiency of 78%". pool heaters shall have a minimum COP of 4.0. r must be restricted to no more than 2.5 gallons per "ittings, mechanical equipment and plenum chambers echanically attached, sealed, insulated and installed in ;e with the criteria of Section N1110.AB. nconditioned attics: R-6 min. insulation. readily accessible manual or automatic thermostat for Ain. R-19. Common walls -frame R-11 or CBS R-3 both nmon ceiling & floors R 11. CHECK CHECK 11/1/2011 4:12 PMILE EnergyGauge@ USA - FlaRes2008 Page 5 of a I ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 83 The lower the EnergyPerformance Index, the more efficient the home. ST. LUCIE COUNTY, ST. LUCIE COUNTY, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=4.3 1665.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 1751 a. Cathedral/Single Assembly(Unvented) R=20.0 1751.00 ft2 b. N/A R= ft2 7. Windows" Description Area c. N/A R= ft2 a. U-Factor: Sgl, U=1.30 131.69 ft2 SHGC: SHGC=0.75 11. Ducts b. U-Factor: N/A ft2 a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 154 W SHGC: 12. Cooling systems c. U-Factor: N/A ft2 a. Central Unit Cap: 35.0 kBtu/hr SHGC: SEER: 16 d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Strip Heat Cap: 19.7 kBtu/hr e. U-Factor: N/A ft2 COP:1 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1751.00 ft2 EF: 0.9 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which Will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card Will be completed based on installed Co pliant f atures. Builder Signature: Date: dress of New Home: City/FL Zip: *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the **Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. o rr: FILECt � �, �. a C.} } Y Job: wrightsoft® Project Summary Date: Nov 01,2011 Entire House By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax. 772-466-6796 Email: QUICKCALCS@AOLCOM For. TEDDER ST. LUCIE COUNTY Notes: Design Information Weather: Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 17745 Btuh Ducts 0 Btuh Central vent (64 cfm) 1982 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 19728 Btuh Infiltration Method Construction quality Fireplaces Fort Pierce, FL, US Simplified Average 0 Heating Cooling ft2 Area Volume (W) 16674 16674 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 106 56 Heating Equipment Summary Make Trade Model AHRI ref no. n/a Efficiency Heating input Heating output Temperature rise Actual airflow Air flow factor Static pressure Space thermostat 100 EFF 0 Btuh 19728 Btuh 15 OF 1200 cfm 0.068 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 of Inside db 75 OF Design TD 15 OF Daily range L Relative humidity 50 Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 23261 Btuh Ducts 0 Btuh Central vent (64 cfm) 1062 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 23107 Btuh Latent Cooling Equipment Load Sizing Structure 3522 Btuh Ducts 0 Btuh Central vent (64 cfm) 2691 Btuh Equipment latent load 6213 Btuh Equipment total load 29320 Btuh Req. total capacity at 0.70 SHR 2.8 ton Cooling Equipment Summary Make American Standard Trade ALLEGIANCE 15 Cond 4A7A5036E1 Coil GAM5AOB36M31 AHRI ref no.4151110 Efficiency 13.0 EER, 16 SEER Sensible cooling 24500 Btuh Latent cooling 10500 Btuh Total cooling 35000 Btuh Actual airflow 1200 cfm Air flow factor 0.052 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.80 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 1 wrightsofta Right -Suite® Universal 8.0.21 RSU08101 2011-Nov-01 16:17:48 ZCA C:1UserslQuick Calcs\Documents\Wrightsoft FNAC%TEDDER.rup Cale = MJ8 Front Door faces: N Page 1 -�- wrightsoft° Right-M Worksheet Job: Entire House Date: Nov 01, 2011 By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466.6796 Email: QIACKCALCS@AOL.COM 1 Room name LIVING HALL 2 FPrued wall 39.0 ft 0 ft 3 Ceiling height 12.0 ft heat/cool 9.0 ft heat/cod 4 Room dimensions 22.0 x 17.0 ft 11.0 x 20 ft 5 Room area 374.0 ft' 220 W Ty Construction U-value Or HTM Area (ft?) Load Area (ft) Load number (Btuh/ft� °F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross NIP/S Heat Cod Gross N/P/S Heat Cod 6 V1J I-G 13AI4ocs 0.143 n 4.00 255 204 204 817 519 0 0 0 0 ._1Ac1an. 1.270 n,- 35.56 M.77 0 0 _ - 0 - 0 0 _0' ; _ 0 0 jj-G 13AAocs 0.143 a 4.00 255 0 0 0 0 0 0 0 0 1A-c1om 1.270 a 35.56 91.12 0 0 0 0 0 0 0 0 �D 11 11DO 0.390 a 10.92 11.31 0 0 0 0 0 0 0 0 V�J M4ocs 0.143 s 4.00 Z55 0 0 0 0 0 0 0 0 �. D,11D0--- 0.390, s., 10.92 _11.31 0 0 - 0. - 0, 0. .:: ,",0 ''0 0 . 13A-4ocs 0.143 w 4.00 255 264 203 814 517 0 0 0 0 IA-c1om 1A-c1omd 1.270 1.270 w w 35.56 35.56 91.12 91.12 20 41 0 0 711 1451 1822 3718 0 0 0 0 0 0 0 0 C 17A 20atl. 0 043 - 1.20 1.40 . , , 374. _ ,374 450 :..: 523 22 . 22 : - :.. 26 ;. 31. F 21A-20c 0.027 - 0.76 0.00 374 374 283 0 22 22 17 0 6 c)AED excursion 1570 -3 Envelope loss/gain 4526 8669 43 28 12 a) Infiltration 913 258 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 5439 8927 43 28 Less edemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 -43 -28 14 Subtotal 5439 8927 0 0 15 Duct loads -0% 0% 0 0 -0"/u 0% 0 0 Total room load 5439 8927 0 0 Air required (cfm) 368 461 0 0 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. -��- wrllghtsoft- 2011-Nov-01 16:17:48 Right -Suite@ Universal 8.0,21 RSU08101 Page 7 CAUserslQuick CalcslDocumentsMightsoft WACITEDDER,rup Cale = MA Front Door faces: N -�- wrightsoft' Right-M Worksheet Job: Entire House Date: Nov 01, 2011 By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466.6796 Email: QUICKCALCS AOL.COM 1 Room name WIC MASTER BATHJ 2 Exposed wail 5.0 ft 1&0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cod 4 5 Room dimensions Room area 8.0 x 5.0 ft 40.0 ft' 8.0 x 10.0 ft 80.0 ft, Ty Construction number U-value (Btuhlft- °F) Or HTM (Btuh/ft') Area (ft') or perimeter (ft) Load (Btuh) Area (ft') or perimeter (ft) Load (Btuh) Heat Cod Gross WP/S Heat Cod Gross NIP/S Heat Cool 6 yJ L—. 13A-4ocs IA-c1om 0.143 1.270 . n _n _� 4:00 35.56 z55 . _•. 34.77 45 0 45 10 , . -180 - - . _' 0 115 0 90 5 ' 85 _ . - ;0 . 341 _. 170 217 166 ILS 13AI 0.143 a 4.t1D 2.55 0 0 0 0 72 72 288 183 1A-c1om 1.270 a 35.56 91.12 0 0 0 0 0 0 0 0 11 11DO 0.390 a 10.92 11.31 0 0 0 0 0 0 0 0 t—D. 13A-4ocs r 0.143 s 4.00 255 0 0 0' 0 0 0 0 0 11130.. -' _. '...- -. 0.,390,, .. s 10.92 11.31 0 0 .0 ,. '0. .. 0:• .. "_ .0 ' _ 0 0 13AAocs 0.143 w 4.00 2.55 0 0 0 0 0 0 0 0 1A-c1om 1.270 w 35.56 91.12 0 0 0 0 0 0 0 0 1 A 26add _ _ 21A 20c 70 0,2043 0.027 W - 35.56 , ... 20 0.76 . '_ 9140 0.00 40 40 40 40 , • . 48 30 .. 56 0 '.... ". � 80 80 . ` • 80 80 . 96 60 '.. 112 0 :G��--CC F 6 c)AED excursion -19 -74 Envelope loss/gain 259 152 956 604 12 a) Infiltration 88 25 316 89 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 346 176 1272 693 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 346 176 1-72 693 15 Duct loads -0"/6 0% 0 0 -016 01/6 0 0 Total room load 346 176 1 1272 693 Air required (cfm) 23 9 86 36 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. - wrightsoft- 2011-Nov-0116:17:48 sP. Right -Suite® Universal 8.0.21 RSU08101 Page 6 C:\Users\Quick Calcs\Documents\Wdghtsoft WAC\TEDDER.rup Calc = MJ8 Front Door faces: N wrightsoft° Right-J@ Worksheet Job: Entire House Date: Nov 01, 2011 By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: OUICKCALCS AOL.COM 1 Room name CLST BATH 2 Exposed wall 5.0 ft 0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 5.0 x 6.0 ft 5.0 x 9.0 ft 5 Room area 30.0 ft' 45.0 W Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuhlft- "F) (Btuhlft2) 1 or perimeter (R) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1QJ 13Ar4ocs 0.143 ' ° n 4 00 2 55 0 � ' 0 .: -�0 0 0 U 0 � � 0 t=G 51A�1om ,1.270 n 35.56 "'34 77 _ 0 - > 0 _ Q 0 � - 0. W 13AAocs 0.143 a 4.00 Z55 0 0 0 0 0 0 0 0 1Aclom 1.270 a 35.56 91.12 0 0 0 0 0 0 0 0 11 11DO 0.390 a 10.92 11.31 0 0, 0 0 0 0 0 0 W, 'n 13A4ocs 0143 i. s ; 4'00 2 55 0 0 _ 0 0 0 0 0 0 'D 1100 " 0390;'s 10.92 °' 1131 °_ 0 ^` _ 0,, 0, 0 0 0 13A-4ocs 0.143 w 4.00 Z55 45 45 180 115 0 0 0 0 1Aclom 1.270 w 35.56 91.12 0 0 0 0 0 0 0 0 1Aclomd 1.270 w 35.56 91.12 0 0 0 0 0 0 0 0 0.043 ` 1 20 ,_..;1.40 .30 ..:. 30' .... • 36 .._ 42._=45 45 54 ,'', 63 F 21A-20c 0.027 - 0.76 .0.00 30 , , 30 23 0 45 45 34. 0 61 c)AED excursion 1-17 1-6 Envelope loss/gain 239 139 88 57 12 a) Infiltration 88 25 0 0 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 327 164 88 57 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 8 5 14 Subtotal 327 164 96 62 15 Duct loads -W/O 00/6 0 0 0% 0°/u 0 0 Total room load 327 164 96 62 Air required (cfm) 22 8 7 3 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. �A wrigtetsoft" 2011-Nov-01 1 Right -Suite® Universal 8.0.21 RSU08101 Page 2 C:WserslOuick CalcslDocumentslWrightsoft WACITEDDER.rup Calc = MJ8 Front Door faces: N -�- wrightsoft° RighW@ Worksheet Entire House QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772466-6799 Fax: 772-466-6796 Email: QUICKCALCS @t7 OL.COM Job: Date: Nov 01, 2011 By: 1 Room name UTILITY CLOSET 2 Exposed well 25.0 ft 4.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cod 4 5 Room dimensions Room area 1.0 x 1720 ft 172.0 ft' 4.0 x &0 20.0 ft' ft Ty Construction U-value Or HTM Area (ft') Load Area (ft-) Load number (Btu1VW "F) (Btuhlft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V�! ! ;G� 13A 400s 1Aclom 0.143 _.. 1270; ,. n .n. 4 00 3556 255 3477 0 p 0 0 0 .... 0 0 p p p 0 .. i p 0, w 0 W 13A4ocs 0.143 a 4.00 255 72 72 288 183 36 36 144 92 1Ao1om 1.270 a 35.56 91.12 0 0 0 0 0 0 0 0 11 11DO 0.390 a 10.92 11.31 0 0 0 0 0 0 0 0 13A46s 0.143`: s 400 ' - 2-55 153 132' 529 ,336 0 0 0 '. 0 11D0: ;.: A390 s, 10.92 - 1131 , _ 21 .. ' 21 :",.:. • 229 238 . _ . 0 0 0 0 1� 13A-flocs 0.143 w 4.00 255 0 0 0 0 0 0 0 0 �-----G IA-c1om 1.270 w 35.56 91.12 0 0 0 0 0 0 0 0 � i 1Ac1omd 1.270 w 35.56 91.12 0 0 0 0 0 0 0 0 C 1 20 _ " :..'l40 , , ,172..267 _-240 .. , , ...20 ;; .: 20 ;_...._. _. A,= . " : 28 F 21A-20c 0.027 - 0.76 0.00 172 172 130 0 20 20 15 0 t 61 c)AED excursion -108 -13 Envelope loss/gain 1383 889 183 106 12 a) Infiltration 439 124 70 20 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1822 1013 254 126 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 13 9 0 0 14 Subtotal 1836 1021 254 126 15 Duct loads 0% 0% 0 0 -01/0 0% 0 0 Total room load 1836 1021 254 126 Air required (cfm) 124 53 171 6 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. — i9 -pp-wr1ghtsoft- Right -Suite® Universal 8.0.21 RSU08101 2011 Nov 1 16:17:48 3 C:1UserslQuick Calcs\Documents%Wrightsoft HUACITEDDER.rup Calc = MJ8 Front Door faces: N 9 wrightsoft' Right-J@ Worksheet Job: Entire House Date: By: QUICK CALLS, INC. 317 ST. LUCIE LN., FT PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: OUCKCALCS@_AOL.COM Nov 01, 2011 I Room name BEDROOM 3 FOYER 2 Exposed wall 10.9 ft 6.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 160.5 ft 6.0 x 120 ft 5 Room area 160.5 ft2 720 ft' Ty Construction 1.1-Value Or HTM Area (ft') Load Area (ft") Load number (BtdVft26--F) (Btu ft� or perimeter (ft) (Btuh) or perimeter (ft) (Bt h) Heat cool Gross NIP/S Heat cool Gross N/PIS Heat cool 6 � 0143 "-'n' —44 ' 60 '0- 0 0 �Gv IA-,clonri .270 :-,n,,. M86 34.77 -0 0 -1 To _0 0 0 13A4ocs 0.143 a 4.00 255 uu 79 316 201 54 33 132 84 1A-c1om 1.270 a 35.56 91.12 20 0 711 1822 0 0 0 0 11 11DO 0.390 10.92 11.31 0 0 0 0 21 21 229 238 bA 01 4� -e s, - - 41bo -4. ;�55 0 ' 0, 0 5� ". , - '' ' 11DO, 0*390 s- �10�92 11.31 -0 -0 -:0 0- 0 -0 VLS13A-flocs 0 ' 143 w 4.00 255 0 0 0 0 0 0 0 0 1A-clom 1.270 w 35.56 91.12 0 0 0 0 0 0 0 0 1Aclomd 1.270 w 35.56 91.12 0 0 0 0 0 0 0 0 2 17A -20ad- aw A.40 7" '-;,'161 193 ---224 "-"".72 67, `,ib I F 21A-20c 0.027 0.76. "0.00 - 161 161 - 121, - 0 IT T' 7 72 _7 72 54 0 6 c)AED excursion -23 -44 Envelope loss/gain 1342 2225 503 379 12 a) Infiltration 193 54 105 30 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1535 2279 608 408 Less e)demal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 8 5 0 0 14 Subtotal 15" 22M 608 408 15, Duct loads 0-/.l 0 0 -00/0 0% 0 0 Total room load 1 15441 22851 608 408 Air required (cfm) 104 118 41 21 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsiopft- 2011-Nov-01 16:17:48 145r1o., Right -Suite® Universal 8.0.21 RSU08101 Page 4 CAUsers%Quick Caics\DocunientskWrightsoft WAC\TEDDER.rup Cale = M38 Front Door faces: N -�- wrightsoft Right-J® Worksheet Job: Entire House Date: Nov 01, 2011 QUICK CALCS, INC. By: 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM 1 Room name MASTER BEDROOM IQTCHEN 2 Exposed wall ' 17.0 ft 15.0 ft 3 Ceiling height 9.0 ft heat/cool 9.0 ft heat/cod 4 Room dimensions 1.0 x 250.5 ft 1.0 x 2820 ft 5 Room area 250.5 W 282.0 ft2 Ty Construction U-value Or HTM Area (ft') Load Area (W) Load number (Btuhlft' °F) (Btu ft) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross WP/S Heat Cool Gross NIP/S Heat Cool 6 W 13A 4ocs 0.143 n 4.00 Z55 0 0 0 O 0 0 0 0 L-G %clom 1.270 _ n 35.56 _: 34.77 0 0 0 0 0 0 0 0 13A-4ocs 0.143 a 4.00 255 153 133 533 339 _ 0 0 0 0 IA-c1om 1.270 a 35.56 91.12 20 0 711 1822 0 0 0 0 11 11 DO 0.390 a 10.92 11.31 0 0 0 0 0 0 0 0 V�J D 13A-flocs 11D0.-. 0.943 '0.390, s s 4.00 _ . 10.92 2.55 .11.31 0' 0' '0 0 W 0, 0 0._ 0 0. 0 .0 0 0 0 0 13A-4ocs 0,143 w 4.00 255 0 0 0 0 135 129 517 328 1A-clom 1.270 w 35.56 91.12 0 0 0 0 6 0 213 547 17A 20ad. . - , _' . 0.043 w 35.56 " ... T:20 91.12 9.40 0 ', - 251 251 302 0 350 0 282..' 0 ' .282: 0 ` '340 0 394 G F 21A-20c 0.027 _- 0.76 . _0.00 . 251 251 _ 189 ,0 282 282 _213 0 6 c)AED excursion -96 -90 Envelope loss/gain 1735 2415 1283 1179 12 a) Infiltration 299 84 263 74 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 4 920 Appliances/other 0 1000 Subtotal (lines 6 to 13) 2033 2960 1546 3174 Less erdemal load 0 0 0 0 14 Less transfer Redistribution Subtotal 0 0 2033 0 0 2960 0 3 1549 0 2 3176 15 Duct loads -01/6 00/0 0 0 -09/6 00/6 0 0 Total mom load Air required (cfm) 2033 138 2960 1531 1549 105 3176 164 Calculations approved bvACCA to meet all reauirements of Manual J 8th Ed. - - wriilghtsc3 t" Right -Suite@ Universal 8.0.21 RSU08101 2011-Nov-01 16:17:48 �CdA C:\Users\Quick Caics\Documents\Wrightsoft HUACITEDDER.rup Cale = MJ8 Front Door faces: N Page 5 wrightsoft Right-J@ Worksheet Job: Entire House Date: By: QUICK CALCS, INC. 317 ST LUCIE LN., FT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QtJ]CKCALCS@,AOL.COM Nov 01, 2011 1 Room name Entire House BEDROOM 2 2 Exposed wall 171.9 ft 27.0 ft 3 Ceiling height 9.6 ft d 9.0 ft heat/cool 4 Room dimensions 120 x 15.0 ft 5 Room area 1728.0 fI2 180.0 ft' Ty Construction Ll-value Or HTM Area (ft') Load Area (ft) Load number (8tuh/ft--F) (Btu or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat cool Gross NIPIS Heat cool Gross NIP/S Heat cool 6 W A46cs- 6'i43` 4.-00 255 339 '-334 `:; 1338 85 i , .0 .0 0 ifikc'iOm 1-270 .n -,nj 3556 �34-77 -5 ' '0 1170 -! 0 0 13AAocs 0.143 e 4.00 255 486 425 1702 1082 0 0 0 0 1A-clop 1.270 a 35.56 91.12 40 0 1422 3645 0 0 0 0 11 11D0 0.390 e 10.92 11.31 21 21 229 238 0 0 0 0 W:, -13N4ods' -0.143 4 ' 00 2.66 288 26 7 -'J'Ab60 680 185 541: Z, 11DO 090 "�-s - 10;92 -�--41 31 21 '0 0 0 W 13A4= 0.143 w 4.00 255 552 465 1863 1184 108 88 352 224 1A-clorn 1.270 w 35.56 91.12 46 0 1636 4191 20 0 711 1822 1A-c1omd 1.270 w 35.56 91.12 41 1451 3718 0 0 0 0 ,C 17A-2 0 W 20 14,0 1728 -0 1728 2416 180 180 :, 217,',- 262 F 21A-20c 0.()27 0.76 O.W 1728 1728 1306 0 180 180 136. v 0 r: 6 c)AED excursion 1559 482 Envelope loss/gain 14496 19965 1957 3124 12 a) Infiltration 3250 916 474 134 b) Room ventilation 01 0 0 0 13 Internal gains: Occupants @ 230 6 1380 0 0 Appliances/other 1000 01 Subtotal Pines 6 to 13) 17745 23261 2431 _3257 Less ekemal load 0 0 0 0 0 Less transfer 0 0 0 O� Redistribution 0 0 10 6 14 Subtotal 17745 23261 2441 3264 15 Duct loads 0-/.[ 0 0 -W/O 00/0 0 0 Total room load 17745 23261 2441 3264 Air required (cfim) 1200 12001 165 168 Calculations approved UACCA to meet all requirements of Manual J 8th Ed. -11jo- vwriiEjhts4oft- 2011-Nov-01 16:17:48 Right -Suite@ Universal 8.0.21 RSU08101 Page 1 CAUserskQuick CalcskDocunients\Wrightsoft WACITEDDER. nip Calc=MJ8 FrontDoorfaces: N PERMIT #:56-SF-1380902 APPLICATION #: AP1054096 STATE OF FLORIDA DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM FEE PAID: CONSTRUCTION PERMIT RECEIPT #: W11 F r CUMENT #: PR862682 CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Robert and Susan Tedder PROPERTY ADDRESS: Johnston Rd Fort Pierce, FL 34945 LOT: BLOCK: SUBDIVISION: PROPERTY ID #: 1334-433-0001-0006 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] ,[OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND, STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ] 'GALLONS / GPD Septic CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ 500 ] SQUARE FEET SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED fat] MOUND [ ] I CONFIGURATION: [ ] TRENCH [X] BED [ ] N F LOCATION OF BENCHMARK: IR & CAP LB 7056 SE CORNER NEAREST HOUSE ELE 5.0 NGVD I ELEVATION OF PROPOSED SYSTEM SITE [ 9.00 ][ INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 0.00 ][ INCHES FT ][ ABOVE BELOW] BENCHMARK/REFERENCE POINT L D FILL REQUIRED: [ ] INCHES EXCAVATION REQUIRED: [ ] INCHES The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with O s. 64E-6.013(3)(f), FAC. T Benchmark highlited on site plan. H E R SPECIFICATIONS BY: James C APPROVED BY: c DATE ISSUED: 1 TITLE: Environmental Specialist II Environmental Specialist II St. Lucie CHD EXPIRATION DATE: 07/03/2013 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC v 1.1.4 AP1054096 SE859131 Page 1 of 3 'APPLICATION FOR: iANew System Repair STATE OF FLORIDA PERMIT # DEPARTMENT -OF HEALTH DATE PAID ONSI-TE SEWAGE -`DISPOSAL SYSTEM FEE PAID $ APPLICATION FOR CONSTRUCTION PERMIT RECEIPT , 1, % !" Authority: Cha�pter 38i',­iS &,.,Chap:her 1OD-6, FAC Existing System Holding Tank" Temporary/Experimen-tal Abandonment )/Other(Specify) APPLICANT: TELEPHONE: 6q?o 9-0612ZT "::7AIMIE " -rCQD69 3?9 AGENT: MAILING ADDRESS: 7r7q 01w y ' -------------------- .TO,,,BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. ATTACH BUILDING PLAN AND -TO -SCALE 11 It SITE PLAN SHOWING PERTINENT FEATURES REQUIRED BY CHAPTER 1OD-6, FLORIDA ADMINISTRATIVE CODE. --------------- --------- PROPERTY INFORMATION [IF LOT IS NOT IN A�RECORDED-SU13DIVI, SIION,}krTACH LEGAL DESCRIPTION OR DEED] LOT: BLOCK: SUBDIVISION: DATE OF*. -,SUBDIVISION:- PROPERTY ID .'[,section/Towni-hip/Range/Parcel!. No.]. -ZONING A PROPERTY SIZE: q3 ACRES,[Sqft/43560] PROPERTY,WATER SUPPLY: PRIVATE PUBLIC '3. PROPERTY STREET -ADDRESS: :50-ff t45;,rol't np-r P/Mar. 6L DIRECTIONS TO.PROPERTY: -;, 4 6- we5 r OW AM56F A.Q,� ejAj% I - 2 BUILDING INFORMATION RESIDENTIAL COMMERCIAL Unit Type of No. of Building # Persons Business Activity No Establishment Bedrooms Area Sqft Served For Commercial Only 1 Y 963NA44r /7L/15 Ak -2 3 4 Garbage Grinders/Disposalr;---- 1 -.-,j-_'.Spas/-Hot Tubs Floor/Equipment Drains 4 Ultra -low Volume Flush Toilefs. '°°]-,,Other (Specify) APPLICANT'S SIGNATURE,: DATE: It Ito rr DH 4015. 10196 (Replaces HRS-H Form 4015 (Page 1) which may be Page 1 of 3 (Stock Number: 5744-001-4015-1) INSTRUCTIONS: APPLICATION FOR: APPLICANT: TELEPHONE: AGENT: MAILING ADDRESS: LOT, BLOCK, SUBDIVISION: DATE OF SUBDIVISION PROPERTY ID#: Check type of permit, if 'Other' specify type in blank. Property owner's full name. Telephone number for applicant or agent. Property owner's legally authorized representative. P.O. box or street, city, state and zip code mailing address for applicant or agent. Lot, block, and subdivision for lot (recorded or unrecorded subdivision). If lot is not in a recorded subdivision, a copy of the lot legal description or deed must be attached. Official date of subdivision recorded in county plat books (month/day/year) or date lot originally recorded. Dividing an approved lot into two or more parcels for the purpose of conveying ownership shall be considered a subdivision of the lot. 27 character number for property. (Health Department may require property appraiser ID# or section/township/range/parcel number.) PROPERTY SIZE: Net usable area of property in acres (square footage divided by 43,560 square feet) exclusive of all paved areas and prepared road beds within public rights -of way or easements and exclusive of streams, lakes, normally wet drainage ditches, marshes, or other such bodies of water. Contiguous unpaved and noncompacted road rights -of -way and easements with no subsurface obstructions may be included in calculating lot area. WATER SUPPLY: Check private or public. PROPERTY ADDRESS: Street address for property. For lots without an assigned street address, indicate street or road and locale in county. DIRECTIONS: Provide detailed instructions to lot or attach an area map showing lot location. BUILDING INFORMATION: Check residential or commercial. TYPE ESTABLISHMENT: List type of establishment from Table II, Chapter IOD-6, FAC. Examples: single family, single wide mobile home, restaurant, doctor's office. NO. BEDROOMS: Count all rooms designed primarily for sleeping and those areas expected to routinely provide sleeping accommodations for occupants. BUILDING AREA: Total square footage of enclosed habitable area of dwelling unit, excluding garage, carport, exterior storage shed, or open or fully screened patios or decks. Based on outside measurements for each story of structure. # PERSONS: Number of persons residing, using, or working in establishment. For residential establishment, 2 persons per bedroom are assumed. BUSINESS ACTIVITY: For commercial applications only. List number of employees, shifts, and hours of operation, or other information required by Table 11, Chapter 1013-6, FAC. FIXTURES: Mark each listed fixture with number installed or "NA" if not applicable. SIGNATURE: Signature ol'applicant or agent. Date application on day submitted to Health Department with appropriate fees and attachments. ATTACHMENTS: A site plan drawn to scale, showing boundaries with dimensions, locations of residences or buildings, swimming pools, recorded easements, onsite sewage disposal system components and location, slope of property, any existing or proposed wells, drainage features, filled areas, obstructed areas, and surface water. Location of wells, onsite sewage disposal systems, surface waters, and other pertinent facilities or features on adjacent property, if the features are with 75 feet of the applicant lot. Location of any public well within 200 feet of lot. For residences, a floor plan (residences) showing number of bedrooms and building area of each unit. For nonresidential establishments, a floor plan showing the square footage of the establishment, all plumbing drains and fixture types, and other features necessary to determine composition and quantity of wastewater. STATE OF FLORIDA PERMIT,4 r DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM SITE -EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: _,Zo f ` IGY►� � �` ©� �� AGENT: LAv5, '7 aeC � ASS0C/AI ,LOT: BLOCK: SUBDIVISION: PROPERTY ID ,#: ) 3�L� j�33 0oc,,I-000 [Section/Township/Range/Parcel No. or Tax ID Number] TO BE COMPLETED BY ENGINEER, HEALTH UNIT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [?4]• YES [ ] NO NET USABLE AREA AVAILABLE: ja q3 ACRES TOTAL ESTIMATED SEWAGE FLOW: I) GALLONS PER DAY [RESIDENCES -TABLE 1 / OTHER -TABLE 2] AUTHORIZED SEWAGE FLOW:GALLONS PER DAY [1500 GPD/ACRE OR 2500 GPD/ACRE]..._ UNOBSTRUCTED AREA AVAILABLE: SQFT UNOBSTRUCTED AREA REQUIRED: f-I& O SQFT BENCHMARK/REFERENCE POINT LOCATION: �•I/' �� �yr'Irfy��` %�_ Cne ELEVATION OF PROPOSED SYSTEM SITE IS 2R .-[TNCHE /FT] {ABOVE aLOW.iBENCHMARK/)REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES: SURFACE WATER: _i� FT DITCHES/SWALES: /Sr FT NORMALLY WET? [ ] YES [4 NO WELLS: PUBLIC: 2-00 FT LIMITED USE: /00 FT PRIVATE: -7 Zi FT NON -POTABLE: 5-0 FT BUILDING FOUNDATIONS: `7 FT PROPERTY LINES: H FT POTABLE WATER LINES: > /O FT SITE SUBJECT TO FREQUENT FLOODING: [ ] YES (,A -NO 10 YEAR FLOODING? [ ] YES [�Y]-NO 10 YEAR FLOOD ELEVATION FOR SITE: FT MSL/NGVD SITE ELEVATION: FT MSL/NGVD SOIL PROFILE INFORMATION SITE 1 Munsell #/Color Texture Depth to to to to to to to to to USDA SOIL SERIES: SOIL PROFILE INFORMATION SITE 2 Munsell #/Color Texture Depth to to to to �~ to to to to '- USDA SOIL SERIES: OBSERVED WATER TABLE: INCHES [ABOVE / BELOW] EXISTING GRADE. TYPE: [PERCHED / APPARENT] ESTIMATED WET SEASON WATER TABLE ELEVATION: INCHES [,ABOVE / BELOW ] EXISTING GRADE. HIGH WATER TABLE VEGETATION: [ ] YES [ ] NO MOTTLING: [ ] YES [ ] NO DEPTH: INCHES' SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH " [..,_f=.J BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA: SITE EVALUATED BY: k ^ � `.• 1o�'If3A DH 4015, 10196 (Replaces HRS-H Form 4015 [Pepe 31 which may,tie used)...... , (Stock Number: 5744-003-4015-1) a„. ;'•,,n. p. C. ,5• 52629 DATE: ff f0/fl Page 3 of 3 INSTRUCTIONS: ,. PERMIT NUMBER: Permit tracking number by County Health Department. APPLICANT: Property owner's full name. AGENT: Property owner's legally authorized representative. LOT, BLOCK, SUBDIVISION: Lot, block, and subdivision for lot. PROPERTY ID NUMBER: 27 character number for property (property appraiser ID number or section/township/range/parcel number). PROPERTY SIZE: Check if property at site conforms to submitted site plan. Record net usable area available - lot area exclusive of all paved areas and prepared road beds within public rights -of -way or easements and exclusive of streams, lakes, normally wet drainage ditches, marshes, or other such bodies of water. SEWAGE FLOW: Record the estimated sewage flow for the establishment from Table 1 (residence) or Table 2 (non-residential), Chapter 1 OD-6, FAC. Record the authorized sewage flow for the lot based on net usable area and water supply (1500;gallons per day per acre for private water supplies and 2500 gpd per acre for public water supplies). If authorized sewage flow does not equal or exceed the estimated sewage flow, the application must be denied. UNOBSTRUCTED AREA: Record the square feet of unobstructed area available and the amount required. Unobstructed area must be at least 2 times as large as the drainfield absorption area and at least 75 percent of the unobstructed area must meet - minimum setbacks in Chapter IOD-6, FAC. The unobstructed area must be contiguous to the drainfield. BENCHMARK INFORMATION: Record the location of the benchmark. If using a surveyor's benchmark record the actual elevation. Record the elevation of the proposed system site in relation (above or below) to the benchmark. MINIMUM SETBACKS: Record minimum setbacks which can be meet to all listed features. Actual measurements must be recorded or "NA" for nonapplicable features. Features on site plan or within 75 feet of the applicant lot must be measured. The location of any public drinking well within 200 feet of the applicant's lot must also be verified. FLOOD INFORMATION: Record information on lot's subject to flooding. For lots subject to flooding record 10 year flood elevation for site and actual site elevation. SOIL PROFILE INFORMATION: Two soil profiles within the proposed absorption area to a minimum depth of 6 feet or refusal are required. Soil identification will use USDA Soil Classification methodology (Munsell colors and USDA soil textures). Refusals must be clearly documented. Provide USDA soil series if available, record "UNK" if the series cannot be determined. WATER TABLE: Record the depth of the observed water table at the time of the evaluation. Mark "perched" or "apparent" as I appropriate. Record the estimated wet season water table elevation based on site evaluation, USDA soil maps, and historical information. Indicate if there is high water table vegetation present. Indicate if mottling is present and depth. SOIL TEXTURE: Record soil texture or loading rate for system sizing. DEPTH OF EXCAVATION: If applicable record depth of excavation required. Record "NA" if not applicable. DRAINFIELD CONFIGURATION: Check drainfield configuration required. If other, specify type. ADDITIONAL CRITERIA: Record any. additional remarks pertinent to site or installation. Ex. dosing required. SITE EVALUATED BY: Signature of evaluator, title, and date of evaluation. Professional engineers must seal all documents submitted. ELEVATION WORKSHEET ELEVATION OF BENCHMARK / REFERENCE POINT IS: BENCHMARK SITE I SITE 2 SITE 3 [ + ] SHOT H.I. H.I. H.I. H.I. [ - ] SHOT [. - ] SHOT [ - ] SHOT STATE OF FLORIDA DEPARTMENT OF HEALTH l ONSITE SEWAGE TREATMENT AND DISPOSAL'SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Robert and Susan Tedder APPLICATION # AP1054096 PERMIT # 56-SF-1380902 DOCUMENT # SE859131 CONTRACTOR / AGENT: LaVenture & Associates Inc LOT: BLOCK: SUBDIVISION: ID#:1334-433-0001-0006 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 3.93 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 5895.01 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 5000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: IR & CAP LB 7056 SE CORNER NEAREST HOUSE ELE 5.0 NGVD ELEVATION OF PROPOSED SYSTEM SITE 9.00 [FINCHES] / FT ] [ ABOVE / BELOW ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: N/A FT DITCHES/SWALES: N/A FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: N/A FT LIMITED USE: N/A FT PRIVATE: 80 FT NON -POTABLE: N/A FT BUILDING FOUNDATIONS: 7 FT PROPERTY LINES: 20 FT POTABLE WATER LINES: 10 FT SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO 10 YEAR FLOODING? [ ]YES [X]NO] 10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD, ROIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2 USDA SOIL SERIES:Pineda sand Munsell #/Color Texture Depth 10YR 2/1 Organic Soil 0 To 3 10YR 5/4 Sand 3 To 13 10YR 6/3 Sand 13 To 26 1 OYR 5/1 Loamy Sand 26 To 36 1 OYR 5/4 Loam 36 To 44 REFUSAL Refusal 44 To 72 USDA SOIL SERIES:Pineda sand Munsell #/Color Texture Depth 10YR 2/1 Organic Soil 0 To 4 10YR 5/4 Sand 4 To 16 1 OYR 6/3 Sand 16 To 24 1 OYR 5/1 Loamy Sand 24 To 36 10YR 5/3 Loamy Sand 36 To 42 REFUSAL Refusal 42 To 72 OBSERVED WATER TABLE: 32.00 INCHES [ ABOVE / HE] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 15 INCHES [ ABOVE / BEE] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 15.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Fine Sand/0.60 DEPTH OF EXCAVATION: DRAINFIELD CONFIGURATION: [ ] TRENCH [XI BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA INCHES SITE EVALUATED BY: Aa DATE: 12/30/2011 Duncan, Jame (7- . Env' men I Specialist II) (St. Lucie County Environmental Health) DH 4015, 08/09 (Obsoletes previous editions w may not be used) Incorporated: 64E-6.001, FAC Page 3 of 4 'AP1054096 EID1380902 v 1.0.2 Nov .29 11 01:50p + A @ C Welldrilling Inc 772-465 9502 p.1 >: OR WA DEPAxzti¢xrOF PERMIT APPLICATION TO IMALT CONSTRUCT, REPAIR, O ABANDON A WELL! St. Lucie County Health Department This form must be completed by the • Environmental Health —Water Programs certifed well contractor for approval 5150 NW Milner Drive Port St Lucie, FL 34983 prior to well construction. Well Permit M. r r7 OSTDS Perm' Fee Amount: r Date Paid: CUP/WUP #_. 12631 uro/1ao /? /�_r spar, or Legal P.an,e ci Properly Cun r O ^.rev :1a hnJ •4corusa i;y.' st-t Zp Crme: Thorn Nio. 2 ,So y ion r 'a: rl Loco:ion iSl-ac Adra::a.. r.nd Dircul:cns) I City i %ir.' 3./A/2wz t /33�/'`%$3 P.Y' �,a� �`'�•S 39'� Lea?i De scdpo n iSuG-i9ison Name, Blocs Nc.. Lot V ' L=tilud ! Loggitt,de Sectiea ! --ownshr ip ! Pake 4. 0 �e- W iLL. Q 2LL S012. 41`idZ O'l 1J& -1IA.5-9502- Well DriGiny C3ntraclor Dr tie. (aailio.1 A.cress City! St=.td up Criller P,,one No. Beler Fax. idc. • I .................................................................................................................................:....................................................................... 5. PROPOSED WELL: N New ❑ Replacement ❑ Abandonment ❑ RepB;r ❑ Other: •.•,I�,ISingle FamilyDrinkingSingleFamily Irrigation .' ................. ❑..................................................................., s• WELLTYPE ❑ DOH Public Drinking (>Duplex/ < 15 Service Connections/Serves less than 25 people/ or Business does not consume water)- WUP Required ❑ DEP Public Drinking (> 15 Service Connections or serves 25 people or more) - WUP Required ❑ Commercial Irrigation - WUP Required El' Monitor— city 0 Other (Explain): .............................................. i..................................... ................................................................. V....., 7. SITE 1S ON: ❑ SEWER 2 SEPTIC PROPOSED DISTANCE TO CLOSEST SEPTIC OR Pi S 8• CUP/MP: Is a Water Use Permit (WUP) required? ❑ YES ® NO (If YES WUP must be attac_Ld) 11 9. CONSTRUCTION METHOD: Ia' Rotary El Cable Tool El Other (Explain): DEC o 10. GROUTING METHOD: ❑Bentonite , ®Cement ❑ Other(Explain): ST.WOE (OUNTYHEALTHDEPAUMEUT 11. WELL CONSTRUCTION: ® PVC ❑ Blk-Steel ❑ Galvanized ❑ Other (ExWONMENTAL HEALTH DIVISION 12. CASING DIAMETER (SIZE): 13. ESTIMATED: TOTAL DEPTH :70 SCREEN INTERVAL FROM � 0 TO ........................................................................................................................................................................................................, 14. PERMIT CONDITIONS: ♦ Contact St Lucie County Health Department iSLCH01 the day before initiating drilling or abandonment operations and provide the driller name, permit rnunber, and estimated time drilling or abandonment will begin (Please contact an Inspector directly 24 hours Prior to drilling all public drinking water wend, If construction does not occur and SLCHD is not notified and an SLCHD inspector visits the site on or after the estimated time, a reinspection fee will be assessed. ♦ Detailed Site Plan must be attached and show the proposed well location and distances to onsite building structures, property lines, all onsite and neighboring septic systems and/or sewer lines or sewer systems, and all other applicable setbacks per Florida Statutes and Florida Administrative Code. ♦ This Permit must be available at the well site durinq daling or abandonment operations. 15. WELL CONTRACTOR PERMIT AGREEMENT: • . OWNERIAGENT PERMIT AGGREEMENT: I herby certify that I will comply with the applicable rules of Title 40. Florida Administrative Code, and that i I certify that I am the owner of the property, that the information a water use permit or artificial recharge permit, if needed, will be obtained prior to commencement of well . provided Is accurate, and that I am aware of my responsibilities u nder construction. I also certify that all setbacks referenced in We 40E3, Florida Administrative Code (FAC), ; Chapter 373; Florida Statutes, to maintain or properly abandon this 64E-8. FAC, and 62-532, FAC, will be maintained. If above setbacks cannot be maintained a variance ' well; or, l clarify that I am the agent for the owner, that the information application will be applied for and obtained prior to drilling. I further certify that all information provided on provided is accurate, and that I have informed the owner of his this application Is accurate and that I will obtain necessary approval from other federal, state, or local. resPons 'es as stated above. Owner consents to personnel of the govemments. Well completion reports must he submitted to the District and the delegated agency within , p or a r rese a to the well site. 30 days after 'I I orthe. woraiion, whicheveroccurs first. ' Signature of Wel Contractor License No. Date , Owners or Agents Signature Date .....................................DO NOT WRITE BELOW THiS LINE — FOR OFFICIAL USE ONLY .............................................. THiS PERtA17 lS NOT VALID UNTI PROPERLY SIGNED BY AUTHOR90 OFFICER OR REPRESENTATIVE OF THE ST. LUCIE COUNTY HEALTH DEPARTMENT. PERMIT_ 1S VALID FOR 150 HAYS FROM DATE OF ISSUANCE / Permit Approved By: Issue Date: _ _ _ _ _ _ _ _ _ PRINT NAME_ _ _ _ _ _ _ _ _ _ _ _ SIGNATURE Distance to closest septic system or sewer line: Well Construction Method: r Grout Material: Inspectors Comments: Approved 13y: Dat SIGNATURE PROPOSED SEPTIC SYSTEM DEC 30all NM ES1WQEf OUNrjHEALjWDEPARTMEN ENTAL HEALTH DIVISION — - - - - SET IR&C LB7056 FND IR&C "BUCKLEY" (0.3' EAST, 0.5' NORTH) W� SOUTH N o 60 o oC-0 0 z ��- OHU- PROPOSED ' 10' X 12' ' PORCH ' \ 32.7' PROPOSED PROPOSED THE NORTH' 1 /2 OF RESIDENCE FFE _ ,.,THE SW 1 /4 OF _ 4.S I PROPOSED ,THE SE 1 /4 OF PORCH (6'X10') ' 241.0'— SECTION 34-34-39ED4 -0 Ng / PROPOSED SET IR&C L87056 PROJECT BENCHMA SET 60D NAIL IN PAI EL=6.92 (NGVD 19 PARC 0.47 A OHU- N89- 3z I -- WOOD 1 (3.7 co -0o LES ro Ln � 0 �- . 0 cn i